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Tender Value
₹1.6 Cr
EMD Value
₹1.6 L
Closing Date
27 Apr 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Dy.City Engineer
Repairing Work Municipal Building, Municipal School, Muni. Anganwadi and other diff. Muni. Building at Diff. Places in Shahur Ward (ARC)
298639
CENTRAL ZONE E-Tender Notice No.18/2025-2026 Tender No.619
Open
Civil Works - Others
Ahmedabad
₹3,600
Municipal Commissioner, Ahmedabad
₹1.6 L
23 Apr 2026
23 Apr 2026
23 Apr 2026
27 Apr 2026
23 Apr 2026
Name of work: - bæg Ítulbtk Ntnvwh Jtuzobtk ytJuj Bgwle rcÕzedtu Bgwrl.Nt¤tytu, Bgwrl.ytkdKJtzeytu <&t
yLg Bgwrl. rcÕzekdbtk sÁhe vhawhK rmrJj hevuhekd fhJtlt ftb. (yu.yth.me.)
Tender Invited on Behalf of AMC, Central Zone.
Assistant Manager, Central Zone,
Central Zone Zonal Office”, B – Wing,
Third Floor,Sardar Patel Bhavan,
Danapith, Ahmedabad-380001.
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 bæg Ítulbtk Ntnvwh Jtuzobtk ytJuj Bgwle rcÕzedtu Bgwrl.Nt¤tytu,
Bgwrl.ytkdKJtzeytu <&t yLg Bgwrl. rcÕzekdbtk sÁhe vhawhK rmrJj
hevuhekd fhJtlt ftb. (yu.yth.me.)
2 Estimated Tender Amount Rs. 1,60,00,000.00 (EXCLUDING OF GST) GST WILL BE PAID EXTRA BY
AMC/AUTHORITY AT PREVALLING RATE TO THE CONTRACTOR
3 Tender fee Rs.3600.00
(Non refundable) (Demand Draft in favour of Municipal Commissioner, Ahmedabad)
4 Time Limit 12 Months
5 Download of Tender Tenders from the website www.nprocure.com or shall be down
Documents loaded mentioned AS PER TENDER NOTICE INVITED
6 Required registration Register “B” 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. 1,60,000.00 municipal Commissioner, Ahmedabad is to be
(Bid security) submitted as prescribed as below. Demand Draft/Bank Guarantee shall
(1 % of Estimate put to 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
percentage rate on amount of BOQ online only until specified.
Price Bid shall be submitted physically duly signed & seal without
mentioning quoted rated, else it shall be considered as rejected.
12 Opening of Technical bid As per Notice inviting Tender / Addendum / Corrigendum.
Signature of Bidder Page 1 of
Ahmedabad Municipal Corporation
13 Tender validity period 120 days from the last date of submission of Tender.
14 Security Deposit 5 % of Contract Value to be submitted in the form of (Demand Draft /
pay order / Bank Guarantee in favour of Municipal Commissioner,
Ahmedabad. Bank Guarantee shall be from approved list of AMC of
banks as per attched ANNEXURE - 1 finance dept. latest circular.
and the issuing branch of bank guarantee shall be of Ahmedabad City
only. The validity of the Security Deposit shall be up to valid till
days beyond Date of completion of work.
The Security Deposit shall be payable in 10 days (for tenders upto
Rs.10.0 Lacs) or 15 days (for tenders of Rs.10.0 Lacs and above) from
date of receipt of LOI failing which interest @ 4% per annum will be
charged by AMC.
15 Deductions from Running
a. Retention Money 2 % amount of each Running Bill shall be deducted as a Retention
Money. Such retention money shall be released in the final bill of the
b. Labour welfare cess Labour welfare cess as per the Act, 1996 (non refundable) shall be
deducted from each running bill.
16 Defect & Liability Period Not applicable in this case. If applicable than refer condition of
contract attached over rule as per form B-1 published by Government.
17 Compansation for Delay 10 % of the actual balance work after Time limit expired.
• All the circulars which were published by Authorities of AMC time by time will be applicable on said
Tender and bound to bidder with out any condition.
• Conditional tenders will not be accepted in any case. Municipal Commissioner reserves the rights to
reject any or all the tenders without assigning any reasons thereof.
• The authorized signatory holding Power of Attorney shall only be the Digital Signatory. In case
authorized signatory holding Power of Attorney and Digital Signatory are not the same, the bid shall
be considered non-responsive.
Seal and Signature of the Bidder Additional 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
Additional City Engineer
Ahmedabad Municipal Corporation,
Name of Work:- bæg Ítulbtk Ntnvwh Jtuzobtk ytJuj Bgwle rcÕzedtu Bgwrl.Nt¤tytu, Bgwrl.ytkdKJtzeytu <&t yLg Bgwrl.
rcÕzekdbtk sÁhe vhawhK rmrJj hevuhekd fhJtlt ftb. (yu.yth.me.)
I/We the undersigned have carefully gone through and clearly understood the Tender documents of above
mentioned project comprising of Notice Inviting tenders, Articles of Agreement, Scope of
work, Definition of terms, notes Instructions/Information to Bidder, Condition of Contract,
special condition of contract, Appendices, Specifications, Bill of Quantities, furnished by
AHMEDABAD MUNICIPAL CORPORATION.
I/We do hereby offer to execute and complete the whole of the work within the time specified all in
accordance with the specification, designs, drawing and instruction in writing referred to in the said
document and with such materials as mentioned for, at the respective rates which I/we have quoted in the
Price Bid or at such other rates as may be fixed under the provisions of these conditions.
In the event of this tender being accepted I/We agree to enter into an agreement and when required,
execute the contract, according to your form 1 of agreement as or in default where of I/we bound
myself/ourselves to forfeit the "Earnest Money Deposit."
I/We understand that if I/We shall not enter in agreement within fifteen days or as decided by AMC
from the date of receipt of letter of acceptance, you will forfeit the earnest money paid by me/us and take
necessary action as deemed fit.
I/We have enclosed a Demand Draft / Bank Guarantee as an “Earnest Money Deposit", for the sum as
mentioned in NIT, the full value of which is to be absolutely forfeited to the Employer If I/We fail to
commence the work specified. Otherwise the Employer shall retain the said sum, as on account of such
Security Deposit as provided for in the aforesaid documents.
I/We agree not to employ sub-contractors other than those that may be approved in accordance with
conditions in the aforesaid documents.
I/We understand that Municipal Commissioner is not bound to accept the lowest or any tender,
which are received. I / We also understand & agree that Municipal Commissioner Reserves the right to allot
number of tenders to successful bidders at his sole discretion in case if I / We am/are lowest in more than one
I/We am/are bound to execute the job if the work order is issued within 120 days from the date of
opening of the tender.
I am bound to execute the work by maintaining all Quality aspects/parameters mentioned in the
tender terms and conditions. I am also bound to submit all supporting Genuine Original documents as and
when asked and if any discrepancy found in such documents as well as in the executed Work with respect to
Quality/Quantity at any stage of work or even after completion of work, it will be solely my Responsibility. I
am bound to prove originality of all documents submitted by me and if any Documents found false/fake then
Municipal Commissioner/AMC has right to take any action/penalty/punishment against me.
I am also bound that if I/we, indulged into any malpractice and/or used any inferior quality and/or the
construction of road is found to be of an inferior quality under this contract than in such case Municipal
Commissioner/AMC has right to debar/ blacklist permanently.
Signature of Bidder Page 3 of
Ahmedabad Municipal Corporation
I/We agree to pay the Government income-Tax, GST/Sales-Tax (Central and State), Octroi duties,
Royalty on material (i.e. Aggregate, Sand etc.) And any other taxes prevailing and from time to time on such
items on which the same are leviable and the rates quoted by me/us are inclusive of the same.
Yours faithfully
Seal and Sign of Contractor
Signature of Bidder Page 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 this
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
• 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
• 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
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.
• If the works gets delayed / postponed for some administrative / technical decision whatsoever.
• If the items stipulated in the tender shall not be executed as per site condition/ requirements. No
claim shall be entertained for the same.
• No idle charges shall be paid to contractor for machinery and man power if remain idle and no claim
shall be entertained for the same.
B. BIDDING DOCUMENTS
9.0 Content of Bidding Documents
9.1 The set of bidding documents comprises the documents listed below and addendum (if any) issued.
1. Notice inviting e-Tender
2. Special conditions of Contract
3. Instructions to Bidders
4. Qualification Information
5. Conditions of Contract
6. Technical Specifications
7. Forms of Bid
8. Bill of Quantities
• The bidder is expected to examine carefully all instructions, conditions of contract, contract data,
forms, terms, technical specifications, forms, Annexes in the bid document. Failure to comply with the
requirements of bid documents shall be at the bidder’s own risk. Bids which are not substantially
responsive to the requirements of the bid documents shall be rejected.
10.0 Amendment of Bidding Documents
10.1 Before the deadline for submission of bids, the Employer may modify the bidding documents by
issuing addendum.
Signature of Bidder Page 6 of
Ahmedabad Municipal Corporation
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
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
10.4 Prospective bidders should attach the addendum made for the work & if fails to do so than also the
changes made through such addendum shall be applicable & bound to the bidder.
C PREPARATION OF BIDS
11.0 Language of the Bid
All documents relating to the bid shall be in the English language only.
12.0 Documents comprising bid
The e bid submitted by the bidder shall be in two separate parts.
• Technical Bid
• Financial Bid
To qualify for award of the contract, each bidder must submit the following documents along with
• 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
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.
Signature of Bidder Page 7 of
Ahmedabad Municipal Corporation
15.2 In exceptional circumstances, prior to expiry of the bid validity (120 days), the Employer may request
that the bidders may extend the period of validity for a specified additional period. The request and
the bidders' responses shall be made in writing or by cable. A bidder may refuse the request without
forfeiting his bid security. A bidder agreeing to the request will not be required or permitted to
modify his bid, but will be required to extend the validity of his bid security for a period of the
16.0 Earnest Money / Bid Security
16.1 The Bidder shall furnish, a Bid Security of the amount as shown in the Table of IFB as part of his bid, in
the form of Demand Draft / pay order / Bank Guarantee in favour of Municipal Commissioner,
Ahmedabad valid for 120 days.
16.2 The issuing branch of the bank guarantee shall be of Ahmedabad City
Signature of Bidder Page 8 of
Ahmedabad Municipal Corporation
Signature of Bidder Page 9 of
Ahmedabad Municipal Corporation
16.3 Any bid not accompanied by an acceptable Bid Security shall be rejected by the Employer as non-
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
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,
Signature of Bidder Page 10 of
Ahmedabad Municipal Corporation
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
• Complete Tender Document with all necessary qualification related documents (in two copy)
Above two envelopes shall be kept in one envelope and it should be marked as “Technical Bid” and
sealed. This Outer envelope should mention the name of firm of bidder, his address, contact details &
name of the work.
17.2 The inner and outer envelopes
a) Shall be addressed to the Employer at the following address:
Assistant Manager- Central Zone,
3rd Floor, B – Wing, Sardar Patel Bhavan,
Danapith, Ahmedabad-380001.
c) Bear the following identification:
Indicate the name and address of the bidder.
• If the outer envelope is not sealed and marked as above, the Employer will assume no responsibility
for the misplacement or premature opening of the bid.
18.0 DEADLINE FOR SUBMISSION OF THE BID
18.1 Complete Bids (including Technical bid and necessary documents) must be received by the Employer
at the address specified in bid information not later than the date indicated on the face sheet of the
document. In the event of the specified date for the submission of bids declared a holiday for the
Employer, the Bids will be received up to the appointed time on the next working day. The Bidder is
further required to submit Documents in Physical Form on or before the Bid Due Date and before the
time of submission as specified in NIT, at the following address:
Assistant Manager- Central Zone,
3rd Floor, B – Wing, Sardar Patel Bhavan,
Signature of Bidder Page 11 of
Ahmedabad Municipal Corporation
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
18.3 The Employer may extend the deadline for submission of bids by issuing an amendment in
accordance with respective Clause, in which case all rights and obligations of the Employer and the
bidders previously subject to the original deadline will then be subject to the new deadline.
18.4 All bidders are requested to see the website of (n) procure for amendment / corrigendum if any.
18.5 Any Bid received by the Employer after the deadline prescribed in NIT will be rejected and returned
unopened to the bidder.
Any Bid received by the Employer after the deadline prescribed in NIT will be returned unopened to
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
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
22.0 SECURITY DEPOSIT
22.1 Within 15 days of receipt of the Letter of Acceptance, the Successful Bidder shall deliver to the
Employer a security deposit in the form of Bank Guarantee for an amount equivalent to 3% of the
Contract Price valid for the period of valid till 90 days beyond Date of completion of work. The
Security Deposit shall be payable in 10 days (for tenders upto Rs.10.0 Lacs) or 15 days (for tenders of
Rs.10.0 Lacs and above)from date of receipt of LOA failing which interest @ 4% per annum will be
charged by AMC.
22.2 The security deposit shall be in the form of a Bank Guarantee in the name of the Employer, from
Ahmedabad branch of any Banks mentioned in the clause no. 16.2 of these tender documents.
22.3 This security deposit shall be released only after the clearance of final bill including pre & post Audit.
Signature of Bidder Page 12 of
Ahmedabad Municipal Corporation
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
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
22.7 All compensation or other sums of money payable by the Contractor to the Employer under the terms
of this Contract or any other contract or on any other account whatsoever may be deducted from
Security Deposit. Also in the event of the Contractor's Security Deposit being reduced by reasons of
such deductions, as aforesaid, the Contractor shall, within 14 days of receipt of notice of demand
from the Engineer-in-Charge, make good the deficit in Security Deposit.
22.8 Should there arise any occasion under the Contract due to which the periods of validities of Bank
Guarantees as may have been furnished by the Contractor from time to time, are required to be
extended/renewed, the Contractor shall get the validity periods of such guarantees
extended/renewed, and furnish these to the Engineer-in- Charge one month before the expiry date of
the aforesaid Guarantees originally furnished failing which the existing Bank Guarantees shall be
invoked by the Engineer – in – charge. Also in case of any deficit in securities on any account as might
occur or is noticed, the Contractor shall forthwith recoup/replace the same with acceptable Security
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
days of completion date / Final Bill paid date which ever is later. No interest on the amount of
Security Deposit shall be paid to the Contractor at the time of release of Security Deposit as stated
22.11 The successful bidder to whom ‘LOA’ has been issued shall enter into an agreement at Employer’s
office within 15 days of LOA.
23.0 Advance Payment and Security
The Employer will not provide any advance payment.
24.0 Dispute Review Expert
In case of all the disputes, decision of the Municipal Commissioner, Ahmedabad shall be final and
binding to the bidder.
25.0 LITIGATION HISTORY
The applicant should provide accurate information on litigation and/or arbitration resulting from
Contractors completed or under execution by him over last five years. If the details of Litigation
History are hidden by the Bidder and later on it comes to the knowledge of the Employer, the Bidder
shall be disqualified for the proposed work and other appropriate actions shall be taken against the
Signature of Bidder Page 13 of
Ahmedabad Municipal Corporation
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.
26.0 SPECIAL INSTRUCTIONS
The Shortlisted bidder should provide multiple labour gangs and skilled workers as an when required
at multiple locations as instructed by Engineer Incharge. The Shortlisted bidder should arrange for labour
gangs for the aforesaid work during festivle seasons including holi and Diwali.
Seal and Signature of the Bidder Additional City Engineer
Date: Ahmedabad Municipal Corporation
Signature of Bidder Page 14 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 Damages.
1.2 Conditions mentioned in the AMC Finance Department Circular AMC no. 18 Date: 23/05/2017 and all
latest Circulars shall be applicable.
2.0 Retention Money
2 % amount of each Running Bill shall be deducted as a Retention Money. Such retention money shall
be released in the final bill of the said work. AMC reserves right to deduct any amount to compensate
the poor performance of the contractor i.e. poor quality or abandoned / incomplete work.
3.0 Subcontracting
3.1 Except where expressly specified in the Contract, the Contractor shall not subcontract any portion of
Work without the approval of the Employer’s Representative. Any subcontracting shall not relieve the
Contractor from any contractual obligations or responsibility under the Contract.
3.2 The Contractor shall not be required to obtain consent for a subcontract for which the name of the
subcontractor and scope of works activities to be performed by him is already stated in the contract
or supply of material or engagement of labour.
4.1 The Contractor shall employ the key personnel named in the Schedule of Key Personnel as referred to in
the Bid document to carry out the functions stated in the Schedule or other personnel approved by
the Engineer. The Engineer will approve any proposed replacement of key personnel only if their
qualifications, abilities, and relevant experience are substantially equal to or better than those of the
personnel listed in the Schedule.
4.2 If the Engineer asks the Contractor to remove a person, without assigning reasons thereof, for his
misconduct or inadequacy of technical skills and experience, who is a member of the Contractor’s
staff or his work force, the Contractor shall ensure that the person leaves the Site within seven days
and has no further connection with the work in the Contract.
4.3 No residential accommodation is allowed at the site of work. The labour huts shall not be erected on the
site of work and contractor shall make his own arrangements to provide such accommodations as per
the rules of the local bodies. He shall make his own arrangements for housing, stores, field office etc.
He shall submit a site layout plan indicating the location of various site facilities to be created by him
at his cost for the execution of work. The Owner shall in no way be responsible for any delay on this
account and no claim on this account whatsoever shall be entertained. All Basic amenities shall be
provided by the Contractor to Labours as per the prevailing labour Laws.
5.1 The Contractor shall have full regard throughout execution, completion and defects liability period to
following safety aspects and shall take all necessary steps to ensure that danger to safety is avoided
all the time in respect of,
Safety of the works
• Safety of the Contractor’s employees and all the persons directly or indirectly engaged by him
• 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.
Signature of Bidder Page 15 of
Ahmedabad Municipal Corporation
• 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
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
6.0 Contractor to keep site clean:
During the execution of the work, the Contractor shall keep the site clean. All wreckage rubbish,
excess materials, temporary works no longer required will be removed from site immediately.
7.0 Clearance of site on completion:
The Contractor shall clear away and remove all Contractors equipment, surplus materials, rubbish,
temporary works of every kind.
A. COST CONTROL
8.0 Bill of Quantities
a. The schedule-B shall contain Memorandum showing items for the construction, installation,
testing, and commissioning work to be done by the Contractor.
Signature of Bidder Page 16 of
Ahmedabad Municipal Corporation
b. The quantities stated in the schedule B are estimated quantities. The Contractor shall be paid only
quantities calculated after taking measurements of executed work. The rate stated in the
schedule B for each item of work shall apply. The works shall be measured by the Contractor
jointly with the authorized representative of the Engineer and all particulars required by the
representative of the Engineer shall be supplied by the contractor.
c. The work shall be measured net. No allowance for general or local custom, working space etc. is
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
d) The price variations on extra item will not be given.
e) In case of other non tender items following procedure shall apply.
10.2 If any extra item crops up during the progress of work the same shall be carried out by the Contractor
and he shall be paid at the rate fixed by Employer which shall be fixed as lowest of the rates derived
by rate analysis based on the following three methods. , the priority of the documents forming the
Contract shall be as follows:
(i) If the extra item is included in the S.O.R. of Road & Building Department, Year 2013-14, the rate
of extra item shall be that rate and premium (above or below) quoted by contractor.
(ii) Rate analysis based on prevailing Govt. of Gujarat’s SOR rates.
(iii) Rate analysis based on current market rates. This shall be based on
The material costs, the labour costs, the cost of use of all plant, machinery and equipment,
the cost of all temporary and incidental works, the overheads and the Contractors profit.
The overheads shall be taken at 5 % of the sum of material costs, the labour costs, the cost of
use of all plant, machinery, and equipment, the cost of all temporary and incidental works.
10.3 In case of the rate is to be derived from prevailing market rate, the Contractors profit shall be taken at
10 % of the final rate derived.
Signature of Bidder Page 17 of
Ahmedabad Municipal Corporation
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.
14.0 Currencies
All payments shall be made in Indian Rupees.
15.0 Advance Payment
No Advance Payment shall be made.
Signature of Bidder Page 18 of
Ahmedabad Municipal Corporation
16.0 Cost of Repairs
Loss or damage to the Works or Materials to be incorporated in the Works between the Start Date
and the end of the Defects Correction periods shall be remedied by the Contractor at the Contractor's
cost if the loss or damage arises from the Contractor's acts or omissions.
B. FINISHING THE CONTRACT
17.0 Completion
The Contractor shall request the Engineer to issue a Certificate of Completion of the Works and the
Engineer will do so upon deciding that the Work is completed.
18.0 Termination
18.1 The Employer shall be entitled to terminate the contract if the contractor:
(a) Fails to carry out any obligation under the contract.
(b) Without reasonable excuse fails –
1. To commence the works on site within the period stated in the Appendix to Bid after receipt
by him of a Notice to this effect from the Engineer/Employer after signing the agreement or
2. To proceed with the works, or any section thereof, within 28 days after received notice
3. Has failed to comply with a notice issued or an instruction issued within 28 days after having
4. Abandons the works or otherwise plainly demonstrates the intention not to continue
performance of his obligation under the contract.
5. Sub-contracts the works or assigns the contract without the specific prior written permission
of the 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;
(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
(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.
Signature of Bidder Page 19 of
Ahmedabad Municipal Corporation
(h) For the purpose of this paragraph: “corrupt practice” means the offering, giving, receiving or
soliciting of anything of value to influence the action of a public official in the procurement
process or in contract execution. “Fraudulent practice” means a misrepresentation of facts in
order to influence a procurement process or the execution of a contract to the detriment of the
Borrower, and includes collusive practice among Bidders (prior to or after bid submission)
designed to establish bid prices at artificial non-competitive levels and to deprive the Borrower of
the benefits of free and open competition.”
18.7 When either party to the Contract gives notice of a breach of contract to the Engineer for a cause
other than those listed above, the Engineer shall decide whether the breach is fundamental or not.
18.8 Notwithstanding the above, the Employer may terminate the Contract for convenience.
18.9 If the Contract is terminated the Contractor shall stop work immediately, make the Site safe and
secure and leave the Site as soon as reasonably possible and handover the site to the Employer
including all materials and plant and equipment existing there upon.
19.0 Contractor's own responsibility
The contractor is to set out and level the works and will be responsible for the accuracy of the same.
He shall also be responsible for the correctness of the positions, levels, dimensions, and alignment of
all parts of the structures as per instructions given to him. If at any time any error shall appear during
the progress of any part of the work, the contractor shall at his own expense rectify such error if called
upon to the satisfaction of the Engineer in charge.
20.0 Overpayment & Underpayment
20.1 Whenever any claim Fifths payment of a sum to the Municipal Corporation arises out of or under this
Contract against the contractor the same may be deducted by the Municipal Corporation from any
sum then due or which at any time thereafter may become due to the contractor under this contract
and failing that under any other contract with the Municipal Corporation or from any sum due to the
contractor with the Municipal Corporation (which may be available with Municipal Corporation), or
from his retention money, or he shall pay the claim on demand. The Municipal Corporation reserves
the right to carry out post payment audit and technical examination of the final bill including all
supporting vouchers, abstracts, etc.
20.2 The Municipal Corporation further reserves the right to enforce recovery of any over payment when
detected notwithstanding the fact that the amount of the final bill may be included by the Contractor.
20.3 If as a result of such audit and technical examination any over payment is discovered in respect of any
work done by the Contractor or alleged to have been done by him under the contract, it shall be
recovered by the Municipal Corporation from the contractor by way of all the means prescribed above
or if any under payment is discovered by the Municipal Corporation, any amount due to the
contractor under this contract or under payment may be adjusted against any amount then due or
which may at any time thereafter become due before payment is made to the contractor from him to
the Municipal Corporation on any other contract account whatsoever.
21.0 Materials obtain from dismantling
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
Signature of Bidder Page 20 of
Ahmedabad Municipal Corporation
agency if it is necessary and such disputes shall be settled in accordance with the arbitration and
conciliation Act.
(i) The rates of payment under clause 5 for any tools, materials and stores, in or upon the works
of the site thereof or belonging to the contractor or procured by him and intended to be used
for execution of the work or any part thereof possession of which may have been taken by
the Engineer-in-charge under the said clause –5.
(ii) The reduction in rates made by the Engineer-in-charge under clause 9 from the items of
works not accepted as completed fully in accordance with the sanctioned specifications.
(iii) The rate of part of payment for any class of work which is included in the additional or altered
work carried out by the contractor in accordance with the instructions of the Engineer-in-
charge under clause 14 and the rates for which is to be determined under the said clause
(iv) The rates of payment for materials already purchased or agreed to be purchased by the
contractor before receipt of notice given by the Engineer-in-charge under clause 15 and/or
amount of compensation payable to the contractor under the said clause for loss in respect of
such materials.
(v) The amount of compensation which the contractor shall be liable to pay under clause 17 in
the event of this failure to rectify, remove or reconstruct the work within the period specified
in the written intimation or the amount of expenses incurred by the Engineer-in-charge under
the said clause17 in rectifying, removing or re-executing the work or in removing and
replacing the materials or articles complained of.
(vi) The reduction of rates as may be fixed by the Engineer-in-charge under clause 17 for the
inferior work or materials as accepted or made use of.
(vii) The amount of compensation payable by the contractor for damages as estimates and
assessed under clause
(viii) The amount payable to the contractor for the work carried out under clause 33 in accordance
with the instructions and the requirement of the Engineer-in-charge in case where there are
no specifications.
(ix) The awards declared by the arbitrator shall be speaking award giving reasons and calculations
to every item of claims. The decision will have to be implemented by all the concerned.
(x) In case of dispute leading to the contractor or Ahmedabad Municipal Corporation
approaching on Court of Law. It shall be within the jurisdiction where the site of work is
The reference to arbitration proceeding under this clause shall not:
i) Entitle the contractor to stop the Affect the right of the Engineer-in-charge under clause 5 to take
possession of all or any tools, plants, materials and stores in or upon the works of site thereof
belonging to the contractor or procured by him and intended to be used for the execution of the
work or any part thereof.
ii) Preclude the Engineer-in-charge from utilizing the materials purchased by the contractor in any
work or from removing such materials to other places, during the period the work is stopped or
suspended in pursuance, of notice given to the contractor under clause
iii) Progress of the work or the carrying out the additional or altered work in accordance with the
provisions of clause 14 or as the case may be, of clause
23.0 Drawings and Photographs of the Works
23.1 The contractor shall do photography/ videography of the site as and when asked by AMC. No
separate payment will be made to the contractor for this. . The contractor shall have to submit the
same in hard copy as well as soft copy as and when demanded by the AMC.
23.2 No photograph of the works or any part thereof or plant employed thereon, except those permitted
under clause 59.1, shall be taken, or permitted to be taken by the Contractor or by any of his
employees or any employees of his sub-Contractors without the prior approval of the Engineer in
writing. No photographs/ videography shall be published or otherwise circulated without the
approval of the Engineer in writing.
Signature of Bidder Page 21 of
Ahmedabad Municipal Corporation
Seal and Signature of the Bidder Additional City Engineer
Date: Ahmedabad Municipal Corporation
Signature of Bidder Page 22 of
Ahmedabad Municipal Corporation
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Signature of Bidder Page 23 of
Ahmedabad Municipal Corporation
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(3) c^t mw^tht J^tht y&Jt atukxtzuje ftvjeytu Wvh xuLzh Chlthu xwkfe mne l fhe ntug.
(4) xuLzhbtk <ubKu ftuR AufAtf fhe ntug, ylu
(5) xuLzh Chlth y&Jt vuZele ctc<btk >huf Ctde>th y&Jt <u ykdulwk bwFðgthltbwk ^htJlth Ôgrf<
mne l fhu y&Jt xuLzhbt <u btxu htFJtbtk ytJuje søgtbtk mne/mneytu Wvh ftuR mtûteyu mtF
f:- Nh<e xuLzh MJefthJtbtk ytJNu lne.
z:- xuLzh MJefthJw, h> fhJw, ftulu ytvJw ylu fgt CtJ&e ytvJw <u ykdu Bgwrl. frb§h©eltu rlKog
ytFhe hnuNu. ftuR fthKmh stu ftuLx[tfxhlu ftb l ytve Nftg <tu <u ykdu ftuLx[tfxh ftuRvK
«fthltu lwfNtle fu J¤<hltu nff>tJtuu fhe NfNu lrn fu ftg>tfeg ftgoJtne yt ykdu &R NfNu
lrn. xuLzh bkswh >ltu y&o ftb ytve >uJtLþk Au <uJtu &R NfNu lrn.Nh<e xuLzh MJefthJtbtk
(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 24 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
xuLzhbtk ftuLx[t¾xh îtht Chujt CtJ <btb «fthlt su <u «J<o<t mhfthe xuût mrn<lt CtJ
dKJtbtk ytJNu. ylu <ubtk atjw ftb >hBgtl su ftuR VuhVth &Nu <ultu J^thtu awfJJtbtk ytJNu
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
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 swœt swœt ykœts vifelt ftbtu Jfo ytuzoh b¤u&e NY fhJtlt hnuNu.
R;- yu.yth.me. xuLzhbtk ftb «btKu ykœts hfb bwsc mbgbgtoœt dKtNu.
(1) Yt. 1,00,000.00 &e 3,00,000.00 mw^elt ftbtu btxu 1 btm
(2) Yt. 3,00,000.00 &e 5,00,000.00 mw^elt ftbtu btxu 2 btm
(3) Yt. 5,00,000.00 &e Wvhlt ftbtu btxu 3 btm
(11) y:- awfJKe:-
xuLzh Chlthu yu Jt< mbS juJtle hnuNu fu <uKu xtkfujt >h vwhtk &gujt ftb btxult Au ylu <ubtk
bswhe, vtjF, ÃjtLx, >uFhuF, mhJem-ftbdehe, Jes¤e, htugÕxe ylu ytufx[tug Jduhu ykNu <btb
Faoltu <&t sYh sKtg <tu ylu ðgthu ht<vt¤elt ftblu juJt c^t J^thtlt Faoltu mbtJuN &Nu
ylu xtkfujt CtJ fu >h fh<t J^thtle ftuR awfJKe ykdult <ublt ftuR >tJt ægtlbtk juJtNu lnek
ylu xuLzh Chlth Ftuxe hswyt<lu fthKu y&Jt ftuR Ôgrf<yu (vAe<u ctk^ftb rJCtdltu fboathe
ntug fu l ntug) <ublu ytvuje btne<elu yt^thu vtA¤&e ftuR >tJt> hsw fhJt nf>th hnuNu lnek.
<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
Signature of Bidder Page 25 of
Ahmedabad Municipal Corporation
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
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.
(15) yufe JF<u yuf fh<t J^w søgtytuyu ftb NY fhJtltu Jfo ytuzoh b¤u <tu ftb yuf mt&u s c^u NY
(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.
Signature of Bidder Page 26 of
Ahmedabad Municipal Corporation
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
(25) yt xuLzhbtk stu ftuR ytRxb hne dR ntug <tu <u y&Jt M&¤ M&e<e bwsc xuLzhbtk mbtJuN l ntug
<uJe J^thtle ftbdehe fhJtle &tg <uJt rfMmbtk Bgwrl.ftuvtuohuNlt «Joðbtl rlgb ylwmth
J^thtle ytRxblt CtJ lffe fhJtbtk ytJNu ylu <u bwsc awkfJKe fhJtbtk ytJNu.
(26) atjw ftb >hBgtl «tuxufNlle mkvwKo sJtc>the ftuLx[tfxhle hnuNu. subtk vevzt, >tuhzt Cgmwaf
ctuzo, ÃjtMxef vèe, rJ. ftuLx[tfxhu jtJJtlwk ylu mtaJJtlwk hnuNu. ylu ftuRvK yfMbt< &Nu <tu
<ule mkvwKo sJtc>the ftuLx[tfxhle hnuNu.
(27) M&¤ Wvh atjw ftbdehe >hBgtl ftb fhlth ftuLx[tfxhlt bswh / fboathe y&Jt yLg Ôgrf<lt
yfMbt<lt rfMmbtk juch yufx bwsc fhJtle &<e ftgoJtne <&t vtujem ftgoJtnele sJtc>the
ftuLx[tfxhle hnuNu.
(28) stu MxtV mqalt ytvu <u bwsc mwalt vtu&e ftuLx[tfxhu htFJtle hnuNu. <ubtk >hhtus fhuj ftbdehe
<&t yr^ftheytuyu ftb mw^thJt fu «tud{um J^thJtlt ltuk^ fhuj ntug <tu <ulwk ftuBÃjtgLm ytvJtlwk
hnuNu ytJe ltu^lt sJtc l &gu fu <u «btKu M&¤ Wvh ybj l &gu ftuLx[tfxhlu vulÕxe fhJtle
m•ttt yuze.mexe yuLSlehgh©elu hnuNu.
(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
Signature of Bidder Page 27 of
Ahmedabad Municipal Corporation
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<
(33) ltbœth ftuxo îtht fhuj nwfb <ubs rlœuo»ttulwk awM<vKu vtjl fhJtlwk hnuNu. subtk z[ulus lu jd<tk ftb
btk ftuRvK mkkstudtubtk bNel ntuj / dxh btk btKmlu W<thJtu lnek <ubs buLgwyj M¾{uJSkd ykdule
btdoœrNoft lwk vtjl fhJwk.
(34) mœh xuLzhle ytRxbtult CtJtu ltKt Ft<t lt mhfgwjh lk.38, <t.21/11/22 <&t mûtb m•ttle b¤uj bkswhe bwsc GST
rmJtg dKºtebtk juJtbt ytJuj <&t «Jo<btl rlgb bwsc GST awfJJt vtºt &Nu su&e <btb cezomu <u bwsc dK<he fhe
xuLzhtu ChJtlt hnuNu.
(35) mœh xuLzh yk<od<lt ftb mkjøl y.Bgw.ftu.btk vJo<btl <btb rlgbtu/mhfgwjhtu jtdw vzNu <ubs JF<tu JF< <h mw^thtytu
vK jtdw vzNu. sule ltuk^ jR xuLzhtu ChJtlt hnuNu.
(36) mœh xuLzh yu.yth.me. «fthlwk Au ytvlu mtukvJtbt yuxju fu ytv îtht ChJtbtk ytJuj ftbdehe lt
sÚ&t bwsc mbg bgtoœt l¬e fhe yjd&e bkswh &guj ykœtsJtRs Jfoytuzoh ytvJtbtk ytJNu
ylu mbg bgtoœtbtk ftbdehe vqKo fhJtlwk awM< vKu vtjl fhJtlwk hnuNu.
(37) mœhnw ftbbtk Jtuzobtk sYhegt< bwsc ytuAtbtk ytuAe xuLzhle Nh< bwsc bkswh <h xuLzh vife
yjd yjd ykœtsle bkswhe bu¤JJtbtk ytJ<e ntug, ytuAtbtk ytuAe yuf mt&u œm søgtyu
sYhegt< bwsc ftbdehe NY fhJtle Nh<u ylu <u «btKu bulvtJh, bNelhe, bxehegÕm <ubs
ltKtkfeg studJtRle vwh<t «btKbtk ÔgJM&t fhe su <u xuLzhhu xuLzh Cgto vqJuo ytdtu<Y ytgtuslle
<igthe mt&u fbdehe fhJtle &tg Au.
yufhthlwk Vtubo
(1) nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt xuLzh hsw fh<tk vnujtk buk/ybu M&¤le
bwjtft< je^e Au ylu ftblu jd<t btjmtbtl, bswhe ylu ceS ctc<tulu jd<e M&trlf
vrhrM&r<le ò<-btne<e bu¤Je Au.
Signature of Bidder Page 28 of
Ahmedabad Municipal Corporation
(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
Signature of Bidder Page 29 of
Ahmedabad Municipal Corporation
TECHNICAL SPECIFICATIONS:
Name of work : bæg Ítulbtk Ntnvwh Jtuzobtk ytJuj Bgwle rcÕzedtu Bgwrl.Nt¤tytu, Bgwrl.ytkdKJtzeytu <&t yLg
Bgwrl. rcÕzekdbtk sÁhe vhawhK rmrJj hevuhekd fhJtlt ftb. (yu.yth.me.)
Excavation for foundation upto 1.5 M depth including sorting out and stacking useful materials
disposing of the excavated stuff upto 50 meter lead in loose or soft soil.
Any soil which generally yields to the application of ackaxes and shoves, phawaras rakes or any
such ordinary excavating implement or organic soil, gravel silt, sand turfloam, clay, peat etc., fall
under this category.
Clearing the site :
The site on which the structure is to be built shall be cleared and all obstructions, loose stone,
materials and rubbish of all kind, bush, wood and trees shall be removed as directed. The materials
so obtained shall be property of the Government and be conveyed and stacked as directed. within
M. lead. The roots of the trees coming in the sides shall be cut and coated with a hot asphalt.
The rate of site clearance is deemed to be included in the rate of earth work for which no extra will be
After clearing the site, the center lines will be given by the Engineer-in-charge. The contractor shall
assume full responsibility for alignment, elevation and dimension of each and all parts of the work.
Contractor shall supply laborers, materials, etc. required for setting out the reference marks and
bench marks and shall maintain them as long as required and directed.
The excavation in foundation shall be carried out in true line and level and shall have the width and
depth as shown in the drawings or as directed. The contractor shall do the necessary shoring and
shutting or providing necessary slopes to a safe angle, at his own-cost. The payment for such
precautionary measures shall be paid separately if not specified. The bottom of the excavated area
shall be 1 evened both longitudinally and transversely. as directed by removing and watering as
required. No earth filling will be allowed for bringing it to level, if mistake or any other reason
excavation is made. deeper or wider that shown on the plan or directed. The extra depth or width
shall be made up with concrete of same proportion as specified for the foundation concrete at the
cost of the contractor. The excavation up to 1.5 m. depth shall be measured under this item.
Disposal of the excavated stud :
The excavated stuff of the selected type shall be used in filling the trenches and plinth or leveling the
ground in layer including ramming and watering etc.
Signature of Bidder Page 30 of
Ahmedabad Municipal Corporation
The balance of the excavated quantity shall be removed by the contractor from the site of work to a
place as directed with lead upped 50 M. and all lift.
Mode of measurement and payment :
The measurement of excavation in trenches for foundation shall be made according to the sections
of trenches shown on the drawing or as per sections given by the Engineer-in-charge. No payment
shall be made for surplus excavation made in excess of above requirements or due to slopping and
sloping back as found necessary on account of conditions of soil , and requirements of safety.
The rate shall be for a unit of one cubic meter.
Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of
useful materials and disposing off the excavated stuff upto 50 Meter lead.(C) Hard Murrum
The rate shall be for a unit of one cubic meter.
Filling available excavated earth in trenches, plinth, sides of foundation etc. incl. watering and
The earth obtained from excavation shall be filled in layers not exceeding 20 cms. in depth and water
thoroughly after each layer and shall be properly consolidated with rammers so that no hollow voids
remain there. In general the work shall be carried out in the best manner so that no hollow voids
remain after work. Workmanship in general confirm to C –2.
Mode of Measurement shall be on cubic meter basis.
filling in plinth with sand under floors including watering, ramming consolidated and dressing
Sand shall conform to M.
The sand to be used for filling shall be free from salts, organic or other foreign matter, All clods of
earth shall be broken.
As soon as the work in foundation has been completed and measured, the site of foundation shall be
cleared of all debris, brick bats, mortar dropping etc; and filled with sand in layers not exceeding
Cms. Each layer shall be adequately watered rammed and consolidated before the succeeding layer
is laid. The sand shall be rammed with iron rammers where feasible and with the butt ends of crow-
bars, where rammer cannot be used.
The plinth shall be similarly filled with sand in layers not exceeding 20 Cms adequately watered and
consolidated by ramming with iron or wooden rammers. When nfilling reaches finished level, the
Signature of Bidder Page 31 of
Ahmedabad Municipal Corporation
surface shall be flooded with water for at least 24 hours and allowed to dry and then rammed and
The finished level of filling shall be kept to shape intended to be given to floor.
In case of large heavy duty flooring like factory flooring, the consolidation may be done by power
rollers, where so specified. The extent of consolidation required shall also be as specified.
Mode of measurement and payment :
The payment shall be made for filling in plinth and trenches, No deduction shall be made for
shrinkage or voids if consolidated as instructed above
The rate includes cost of collecting carting sand with all lead and labour for filling the same in plinth
The rate shall be for a unit of one cubic meter.
Filling in foundation and plinth with murrum or selected soil in layers of 20 cm. thickness
including watering, ramming and consolidating etc. Complete
Filling in foundation and plinth with murrum or selected soil shall be filled in layers not exceeding 20 cms. in depth
and water thoroughly after each layer and shall be properly consolidated with rammers so that no hollow voids
remain there. In general the work shall be carried out in the best manner so that no hollow voids remain after
work. Workmanship in general confirm to C –2.
Mode of Measurement shall be on cubic meter basis.
Providing and laying cement concrete1:5:10 (1-Cement: 5-coarses sand and:10-hand broken
stone aggregates 40mm nominal size) and curing complete excluding cost of formworkin (A)
Foundation and Plinth (upto 10 ton)
Providing and laying cement concrete1:4:8 (1-Cement: 4-coarses and:8-hand broken stone
aggregates 40mm nominal size) and curing complete excluding cost of formworkin (A)
Foundation and Plinth (upto 10 ton)
Providing and laying cement concrete1:3:6(1-Cement:3-coarse sand:6-hand broken stone aggregates
40mm nominalsize) and curing complete excluding cost of formworkin(A)Foundation and Plinth (upto
Providing and laying cement concrete 1:3:6 (1-Cement:3-coarse sand:6-hand broken stone
aggregates 20mm nominal size) and curing complete including cost of formwork in (A) wall
caps/ coping (upto 10 ton)
Providing and laying cement concrete work 1:2:4 ((1-Cement:2-coarse sand:4-graded aggregates 20mm
nominal size) curing complete excluding cost of formwork and reinforcement ( up to {(a) to (c)}
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Provdg. & laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregates 20 mm
nominal size) for reinforced concrete chhajjas not exceeding 10 cm. thickness upto floors two level
including finishing the exposed surfaces with cement mortar 1:3 (1 cement : 3 find sand) to give a
smooth and even surface centering and form work and curing complete excluding cost of
1.0 Materials: Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-6, Grit
shall conform to M-8 Graded stone aggregate 20 mm nominal size shall conform to M-12.
2.1 The concrete mix is not required to be designed by preliminary tests. The proportion of the concrete
mix shall be 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 10 mm nominal size) by
volume. Concrete work shall have exposed concrete surface or as specified in the item.
2.2 The designation ordinary M-100, M-150, M-200, M-250 specified as per I.S Correspond approximately
to 1:3:6, 1:2:4, 1 1/2 :3 and 1:1:2 nominal mix of ordinary concrete by volume respectively.
2.3 The ingredients required for ordinary concrete containing one beg of cement of 50 Kg. by weight
(0.0342 Cu. M) for different proportions of mix shall be as under:
Grade of Total quantity of dry Proportion of fine Quantity of
aggregate by volume aggregate to coarse water per
concrete per 50 Kgs, of cement aggregate 50 Kgs. of
to be taken as the cement
sum of individual maximum.
volume of fine and
coarse aggregates,
M-100 (1:3:6) 300 Liters Generally 1:2 for fine 34 Liters
aggregate by volume but
M-150 (1:2:4) 220 ” subject to and upper 32 “
limit of 1:1/2 and lower
2.4 The water cement ratios shall not more than those specified in the above table. The cement content of
the mix specified in the Table shall be increased if the quantity of water in a mix has to be increased to
overcome the difficulties of placement and compaction so that the water cement ratio specified in the
Table is not exceeded.
2.5 Work ability of the concrete shall be controlled by maintaining a water cement ratio that is bound to
give a concrete mix which is just sufficiently wet to be placed and compacted without difficulty with the
means available.
2.6 the maximum size of coarse aggregate shall be as large as possible within the limits specified but in no
case greater than surround all reinforcement thoroughly and to fill the corners of the form.
2.7 For reinforced concrete work, coarse aggregates having a nominal size of 20mm are generally
considered satisfactory.
2.8 For heavily reinforced concrete members as in the case of ribs of main beams the nominal maximum
size of coarse aggregate should usually be restricted to 5 mm less than the minimum clear distance
between the main bars, or 5 mm less than the minimum cover to the reinforcement whichever is
2.9 Where the reinforcement is widely spaced as in solid slabs, limitations of size of the aggregate may not
be important and the nominal maximum size may sometimes be as greater than the minimum cover.
2.10 Admixture may used in concrete only with approval of Engineer-in-charge based upon the evidence
that with the passage of time, neither the compressive strength of concrete is reduced nor are other
requisite qualities of concrete and steel impaired by the use of such admixtures.
3.0 Workmanship:
3.1 Proportioning: Proportioning shall be done by volume, except cement which shall be measured in
terms of bags of 50 Kg. weight. The volume of one such bag being taken as 0.0342 Cu. Meter. Boxes
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of suitable sizes shall be used for measuring sand aggregate. The size of the boxes (internal) shall be
35 cms x 25 cms. and 40 cms deep. White measuring the aggregate and sand, the box shall be filled
without shaking ramming or hammering. The proportioning of sand shall be on the basis of its dry
volume and in case of damp sand, allowances for bulkage shall be made.
3.2.1 For all work, concrete shall be mixed in a mechanical mixer which along with other accessories shall be
kept in first class working condition and so maintained throughout the construction. Measured quantity
of aggregate, sand, cement required for each batch shall be poured into the drum of the mechanical
mixer while it is continuously running. After about half a minute of dry mixing, measured quantity of
water required for each batch of concrete mix shall be added gradually and mixing continued for
another one and half a minute. Mixing shall be continued till materials are uniformly distributed and
uniform color of the entire mass is obtained and each individual particle of the coarse aggregate shows
complete coating of mortar containing its proportionate amount of cement. In no case shall the mixing
be done for less than 2 minutes after all ingredients have been put into the mixer.
3.2.2 When hand mixing is permitted by the Engineer-in-charge for small jobs or for certain other reasons, it
shall be done on the smooth watertight platform large enough to allow efficient turning over the
ingredients of concrete before and after adding water. Mixing platform shall be so arranged that no
foreign material gets mixed with concrete nor does the mixing water flow out. Cement in required
number of bags shall be placed in a uniform layer on top of the measured quantity of fine and coarse
aggregate, which shall also be spread in a layer of uniform thickness on the mixing platform. Dry
coarse and fine aggregate and cement shall then be mixed thoroughly by turning over to get a mixture
to uniform color. Specified quantity of water shall then be added gradually through a rose-can and the
mass turned over till a mix of required consistency is obtained. In hand mixing quantity of cement shall
be increased by 10 percent above that specified.
3.2.3 Mixers which have been out of use for more than 30 minutes shall be thoroughly cleaned before putting
in a new batch. Unless otherwise agreed to by the Engineer-in-charge the first batch of concrete from
the mixture shall contain only two thirds of normal quantity of coarse aggregate. Mixing plant shall be
thoroughly cleaned before changing from one type of cement to another.
3.3 Consistency :
3.3.1 The degree of consistency which shall depend upon the nature of the work and methods of vibration of
concrete, shall be determined by regular slump tests in accordance with I.S. 1199-1959. The slump of
10mm to 25mm. shall be adopted when vibrators are used and 80mm when vibrators are not used.
3.4 Inspection:
3.4.1 Contractor shall give the Engineer-in-charge due notice before placing any concrete in the forms to
permit him to inspect and accept the false work and forms as to their strength, alignment, and general
fitness but such inspection shall not relieve the contractor of his responsibility for the safety of men,
machinery, materials and for results obtained. Immediately before concreting, all forms shall be
thoroughly cleaned.
3.4.2 Centering design and its erection shall be got approved from the Engineer-in-charge. One carpenter
with helper shall invariably be kept present throughout the period of concreting. Movement of labour
and other persons shall be totally prohibited for reinforcement laid in position. for access to different
parts, suitable mobile platforms shall be provided so that steel reinforcement in position is not
disturbed. For ensuring proper cover, mortar blocks of suitable size shall be provided so that steel
reinforcement in position is not disturbed. For ensuring proper cover, mortar blocks of suitable size
shall be cast and tied to the reinforcement. Timber kapachi or metal pieces shall not be used for this
3.5 Transporting and laying:
3.5.1 The method of transporting and placing concrete shall be as approved. Concrete shall be so
transported and placed that no contemination, segregation or loss of its constituent material takes
All form wok shall be cleaned and made free from standing water, dust, show or ice immediately before
placing of concrete.
No concrete shall be placed in any part of the structure until the approval of the Engineer-in-charge has
3.5.2 Concreting shall proceed continuously over the area between construction joints. Fresh concrete shall
not be placed against concrete which has been in position for more than 30 minutes unless a proper
construction joint is formed. Concrete shall compacted in its final position within 30 minutes of its
discharge from the mixer. Except where otherwise agreed to by the Engineer-in-charge concrete shall
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be deposited n horizontal layers to a compacted depth of not more than 0.45 meter when internal
vibrators are used and not exceeding 0.30 meter in all other cases.
3.5.3 Unless otherwise agreed to by the Engineer-in-charge, concrete shall not be dropped into place from a
height exceeding 2 meters. When trunking or chutes are used they shall be kept close and used in
such a way as to avoid segregation. When concreting has to be resumed on a surface which has
hardened, it shall be roughened, swept clean, thoroughly wetted and covered with a 13 mm thick layer
of mortar composed of cement and sand in the same ratio as in the concrete mix itself. This 13 mm
layer of mortar shall be freshly mixed and placed immediately before placing of new concrete. Where
concrete has not fully hardened, all laitance shall be removed by scrubbing the wet surface with wire or
bristle brushes, care being taken to avoid dislodgment of any particles of coarse aggregate. The
surface shall then be thoroughly wetted, all free water removed and then coated with neat cement
grout. The first layer of concrete to be placed on this surface shall not exceed 150 mm in thickness and
shall be well rammed against old work particular attention being given to corners and close spots.
3.5.4 All concrete shall be compacted to produce a dense homogeneous mass with the assistance of
vibrators, unless, otherwise permitted by the Engineer-in-charge for exceptional cases, such as
concreting under water, where vibrators cannot be used. Sufficient vibrators in serviceable condition
shall be kept at site so that spare equipment is always available in the event of breakdowns.
Concrete shall be judged to be compacted when the mortar fills the spaces between the coarse
aggregate and begins to cream up to form an even surface. Compaction shall be completed before the
initial setting starts i.e. within 30 minutes of addition of water to dry mixture. During compaction, it shall
be observed that needle vibrators are not applied on reinforcement which is likely to destroy the bond
between concrete and reinforcement.
3.6 Curing: Immediately after compaction, concrete shall be protected from weather including rain, running
water, shocks, vibration, traffic, rapid temperature changes, frost and drying out process. It shall be
covered with wet sacking, hassain or other similar absorbant material approved, soon after the initial
set and shall be kept continuously wet for a period of not less than 14 days from the date of placement.
Masonary work over foundation concrete may be started after 48 hours of its laying but curing of
concrete shall be continued for a minimum period of 14 days.
3.7 Sampling and Testing of concrete:
3.7.1 Samples from fresh concrete shall be taken as per I.S. 1199-1959 and cubes shall be made, cured and
tested at 7 days or 28 days as per requirements in accordance with I.S. 516-1959. A random sampling
procedure shall be adopted to ensure that each concrete batch shall have a reasonable chance of
being tested i.e. the sampling should be spread over the entire period of concreting and cover all
mixing units. The minimum frequency of sampling of concrete of each grade shall be in accordance
with following:
Quantity of concrete No. of Quantity of concrete in No. of samples
in the work samples the works
51 and above 4+ one additional for each additional 50 M. or part thereof.
NOTE : At least one sample shall be taken from each shift. Ten test specimens shall be made from each
sample, five for testing at 7 days and the remaining five at 28 days. The samples of concrete shall be
taken on each day of the concreting as per above frequency. The number of specimens may be
suitably increased as deemed necessary by the Engineer-in-charge when procedure of tests given
above reveals a poor quality of concrete and in other special cases.
3.7.2 The average strength of the group of cubes cast for each day shall not be less than the specified cube
strength of 150 Kg/Cm2 at 28 days. 20% of the cubes cast for each day may have value less than the
specified strength provided the locentral value is not less than 85% of the specified strength. If the
concrete made in accordance with the proportions given for a particular grade, does not yield the
specified strength; such concrete shall be classified as belonging to the appropriate lower grade.
Concrete made in accordance with the proportions given for a particular grade shall not, however, be
placed in a higher grade on the ground that the test strength are higher than the minimum specified.
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3.8.1 The Engineer-in-charge shall be informed in advance by the contractor of his intention to strike the
form work. While fixing the time for removal of form work, due consideration shall be given to local
conditions, character for the structure, the weather and other condition that influence the setting of
concrete and of the materials used in the mix. In normal circumstances (generally where temperatures
are above 200 C) and where ordinary concrete is used, forms may be struck after expiry of periods
specified in item No 9.1(A) for respective item of form work.
3.8.2 All form work shall be removed without causing any shock or vibration as would damage the concrete.
Before the soffit and struts are removed, the concrete surface shall be exposed, where necessary in
order to ascertain that the concrete has sufficiently hardened. Centering shall be gradually and
uniformly lowered in such manner as to permit the concrete to take stresses due to its own weight
uniformly and gradually. Where internal metal ties are permitted, the or their removable parts shall be
extracted without causing any damage to the concrete and remaining holes filled with mortar. No
permanently embedded metal part shall have less than 25 mm cover to the finished concrete surface.
Where it is intended to re-use the form work, it shall be cleaned and made good to the satisfaction of
the Engineer-in-charge. After removal of form work and shuttering, the Executive Engineer shall
inspect the work and satisfy by random checks that concrete produced is of good quality.
3.8.3 Immediately after the removal of forms, all exposed bolts etc., passing through the cement concrete
member and used for shuttering or any other purpose shall be cut inside the cement concrete member
to a depth of at least 25 mm below the surface of the concrete and the resulting holes be filled by
cement mortar. All fine caused by form joints, all cavities produced by the removal of form ties and all
other holes and depressions honeycomb spots, broken edges or corners and other defects shall be
thoroughly cleaned, saturated with water and carefully pointed and rendered true with mortar of cement
and fine aggregate mixed in the proportions used in the grade of concrete that is being finished and of
as dry consistency as is possible to use. Considerable pressure shall be applied in filling and pointing
to ensure thorough filling in all voids. Surfaces which are pointed shall be kept most for a period of
If rock pockets/honeycombs in the opinion of the Engineer-in-charge are of such an extent or character
as to effect the strength of the structure materially or to endanger the life of the steel reinforcement, he
may declare the concrete defective and require the removal and replacement of the portion of the
structure affected.
4.0 Mode of measurement and payment:
4.1 The consolidated cubical contents of concrete work as specified in item shall be measured. The
concrete laid in excess of section shown on drawings or as directed shall not be measured. No
deduction shall be made for –
(a) Ends of dis-similar materials such as joints, beams, posts, girders, rafters, purline trusses, corbels and
steps etc. up to 500 Sq. Cm. in section.
(b) Opening up to 0.1 Sq. M.
4.2 The rate includes cost of all materials, labour, tools and plant required for mixing, placing in position,
vibrating and compacting, finishing, as directed, curing and all other incidental expenses for producing
concrete of specified strength. The rate excludes the cost of form work.
4.3 The rate shall be for a unit of one cubic meter.
5.4.1 Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate
mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced
concrete work in :
(A) Foundation footing, base of columns and mass (B) Slabs, landings, shelves, balconies, internals
beams girders and cantilever up to floor two level (C) Columns, pillars, posts and struts up to floor two
level (D) Staircase up to floor two level (E) Vertical and horizontal fins up to floor two level.
1.0 Materials & Workmanship
1.1 The relevant specification of item No. 5.3.13 shall be followed except that the work shall be carried out
for reinforced concrete work for work as specified in item 1.2. In addition, the following stipulations shall
be followed for :
(a) The bars shall be kept in position by the following methods:
(i) In case of beam and slab construction, sufficient number of precast cover blocks in cement mortar 1:2
(1 cement : 2 coarse sand) about 4 cms x 4 cms section and of thickness equal to the specified cover
shall be placed between the bars and shuttering as to secure and maintain the requisite cover of
concrete over the reinforcement.
In case of cantilevered or doubly reinforce beams of slabs, the main reinforcing bars shall be held in
position by introducing chain spacers or supports bars at 1.0 to 1.2 meters centers.
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(ii) In case of columns walls, the vertical bars shall be kept in position by means of timber temphtes with
slotes accurately out in them. The temphtes shall be removed after concreting has been done below it.
The bars may also be suitably tied by means of annealed steel wires to the shuttering to maintain their
position during concreting.
1.2 All bars projecting from pillars, columns beams, slabs etc., to which other bars and concrete are to be
attached or bounced to later on, shall be protected with a coat of thin neat cement grout, if the bars are
not likely to be incorporated with succeeding mass of concrete within the following 10 days. This coat
of thin neat cement shall be removed before concreting.
2.0 Mode of measurement and payment:
2.1 Relevant specifications of item No. 5.3.13 shall be followed.
2.2 The volume occupied by reinforcement shall not be deducted from R.C.C. work.
2.3 The rate shall be for a unit of one cubic meter.
Providing and laying in position Ready Mixed M-150 grade concrete for reinforced cement conctere work,
using cement content as per approved Design Mix manufactured in fully automatic batching plant and
transported to site of work intransit mixer for a lead up to 10 kms having continuous agitated mixer,
manufactured as per mix design of specified grade for reinforced cement concrete work including
pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering
finishing and reinforcement including cost of admixtures in recommended proportions as per IS:9103 to
accelerate/ retard setting of concrete, improve work ability without impairing strength and durability as
per direction of theEngineer-in-charge. Without Fly Ash (Min cement level as per latest IS456 shall be
maintained) (Cement level 320 kg )The earth obtained from excavation shall be filled in layers not
exceeding 20 cms. in depth and water thoroughly after each layer and shall be properly consolidated with
rammers so that no hollow voids remain there. In general the work shall be carried out in the best
manner so that no hollow voids remain after work. Workmanship in general confirm to C –2.
Providing and laying in position Ready Mixed M-150 grade concrete for reinforced cement conctere work, using
cement content as per approved Design Mix manufactured in fully automatic batching plant and transported to
site of work intransit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix
design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to
site of laying, excluding the cost of centering shuttering finishing and reinforcement including cost of admixtures
in recommended proportions as per IS:9103 to accelerate/ retard setting of concrete, improve work ability without
impairing strength and durability as per direction of theEngineer-in-charge. Without Fly Ash (Min cement level as
per latest IS456 shall be maintained) (Cement level 320 kg )The earth obtained from excavation shall be filled in
layers not exceeding 20 cms. in depth and water thoroughly after each layer and shall be properly consolidated
with rammers so that no hollow voids remain there. In general the work shall be carried out in the best manner
so that no hollow voids remain after work. Workmanship in general confirm to C –2.
Mode of Measurement shall be on cubic meter basis.
Providing and laying in position Ready Mixed M-200 grade concrete for reinforced cement conctere
work, using cement content as per approved Design Mix manufactured in fully automatic batching
plant and transported to site of work intransit mixer for a lead up to 10 kms having continuous agitated
mixer, manufactured as per mix design of specified grade for reinforced cement concrete work
including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering
shuttering finishing and reinforcement including cost of admixtures in recommended proportions as
per IS:9103 to accelerate/ retard setting of concrete, improve work ability without impairing strength
and durability as per direction of theEngineer-in-charge. Without Fly Ash (Min cement level as per
latest IS456 shall be maintained) (Cement level 400 kg )
Providing and laying in position Ready Mixed M-200 grade concrete for reinforced cement conctere work, using
cement content as per approved Design Mix manufactured in fully automatic batching plant and transported to
site of work intransit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix
design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer
to site of laying, excluding the cost of centering shuttering finishing and reinforcement including cost of
admixtures in recommended proportions as per IS:9103 to accelerate/ retard setting of concrete, improve work
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ability without impairing strength and durability as per direction of theEngineer-in-charge. Without Fly Ash (Min
cement level as per latest IS456 shall be maintained) (Cement level 400 kg )
Mode of Measurement shall be on cubic meter basis.
Providing and laying in position Ready Mixed M-250 grade concrete for reinforced cement conctere
work, using cement content as per approved Design Mix manufactured in fully automatic batching
plant and transported to site of work intransit mixer for a lead up to 10 kms having continuous agitated
mixer, manufactured as per mix design of specified grade for reinforced cement concrete work
including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering
shuttering finishing and reinforcement including cost of admixtures in recommended proportions as
per IS:9103 to accelerate/ retard setting of concrete, improve work ability without impairing strength
and durability as per direction of theEngineer-in-charge. Without Fly Ash (Min cement level as per
latest IS456 shall be maintained) (Cement level 450 kg )
Providing and laying in position Ready Mixed M-250 grade concrete for reinforced cement conctere work, using
cement content as per approved Design Mix manufactured in fully automatic batching plant and transported to
site of work intransit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix
design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer
to site of laying, excluding the cost of centering shuttering finishing and reinforcement including cost of
admixtures in recommended proportions as per IS:9103 to accelerate/ retard setting of concrete, improve work
ability without impairing strength and durability as per direction of theEngineer-in-charge. Without Fly Ash (Min
cement level as per latest IS456 shall be maintained) (Cement level 450 kg )
Mode of Measurement shall be on cubic meter basis.
Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement
conctere work , using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms
having continuous agitated mixer, manufactured as per mix design of specified grade for
reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of
laying, excluding the cost of centering shuttering finishing and reinforcement including
cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per
direction of the Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS
shall be maintained) (Cement level 475 kg )
Providing and laying in position Ready Mixed M-350 grade concrete for reinforced cement
conctere work , using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms
having continuous agitated mixer, manufactured as per mix design of specified grade for
reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of
laying, excluding the cost of centering shuttering finishing and reinforcement including
cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per
direction of the Engineer - in - charge. Without Fly Ash(Min cement level as per latest IS 456shall be
maintained) (Cement level 500 kg )
Materials & Workmanship :
Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-6. Grit shall conform to M-
8. Coarse aggregate shall conform M-12 B.
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The proportioning of cement and aggregates shall be done by weight and necessary precautions shall be taken
in the production to ensure that the required work cube strength is attained and maintained. The controlled
concrete shall be in grades of M-100, M-150, M-200, M-250, M-300, M-350, M-400, with prefix controlled
added to it. The letter ‘M’ refers to mix and numbers specify 28 days works cube compressive strength of
mm cubes of the mix expressed in Kg. / Cmt.
The proportion of cement, sand and coarse aggregates shall be determined by weight. the weight batch
machine shall be used for maintaining proper control over the proportion of aggregates as per mix design.
The strength requirements of different grades of concrete shall be as under:
Grade of Concrete Compressive strength of 15 cms 28 cubes in Kg./Cmt. at with I.S.
days conducted in accordance 516-1959
Preliminary test Work test
In all cases, the 28 days compressive strength specified in above table above be the criteria for acceptance or
rejection of the concrete
Where the strength of a concrete mix as indicated by tests, lies in between the strength of any two grades
specified in the above table such concrete shall be classified in for all purposes as concrete belonging to the
lower of the two grades between which its strength lies.
The proportions for ingredients chosen shall be such that concrete has adequate workability for conditions
prevailing on the work in question and can be properly compacted with means available except where it can be
shown to the satisfaction of the Engineer-in-charge, that the supply of properly graded aggregate of uniform
quality can be maintained till the completion of work. Grading of aggregate shall be controlled by obtaining the
coarse aggregates, in different sizes and being in them in the right proportions as required. Aggregate of
different sizes shall be stocked in separate stock piles. The required quantity of material shall be stock piled
several hours, preferably a day before use. The grading of coarse and fine aggregate shall be checked as
frequently as possible, the frequency for a given job being determined by the Engineer-in-charge to ensure that
the suppliers are maintaining the uniform grading as approved for samples used in the preliminary tests.
In proportioning concrete, the quantity of both cement and aggregate shall be determined by weight. Where the
weight of cement is determined by accepting the maker’s weight per bag a reasonable number of bags shall be
weighted separately to check the net weight. Water shall either be measured by volume in calibrated tanks or
weighed. All measuring equipments shall be maintained in clean and serviceable condition. Their accuracy
shall be periodically checked.
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In is most important to keep the specified water cement ratio constant and at its correct value. To this end,
moisture content in both fine and coarse aggregates shall be determined by the Engineer-in-charge, according
to the weather conditions. The amount of mixing water shall then be adjusted to compensate for variations in
the moisture content. For the determination of moisture content in the aggregates, I.S. 2389(Part III) shall be
referred to. Suitable adjustments shall also be made in the weights of aggregates due to variation in their
moisture content. Minimum quantity of cement to be used in concrete shall not be less than 220 Kgs./M 3 in
plain concrete and not less than 250 Kg/M3 in reinforced concrete.
Mode of measurement and payment:
The consolidated cubical contents of concrete work as specified in item shall be measured. The concrete laid in
excess of section shown on drawings or as directed shall not be measured. No deduction shall be made for –
Ends of dis-similar materials such as joints, beams, posts, girders, rafters, purline trusses, corbels and steps
etc. up to 500 Sq. Cm. in section.
Opening up to 0.1 Sq. M.
The rate includes cost of all materials, labour, tools and plant required for mixing, placing in position, vibrating
and compacting, finishing, as directed, curing and all other incidental expenses for producing concrete of
specified strength. The rate excludes the cost of form work.
Providing and laying controlled cement concrete / Ready Mix Concrete of M-200 and
curing complete, excluding the cost of form work and reinforcement for reinforced concrete
Providing and Laying ordinary cement concrete 1:2:4 (1-Cement 2-coarsesand: 4-graded stone
aggregates 20 mm nominal size) and finishing smooth with curing etc. complete including the cost of
form work but excluding the cost of reinforsement for R.C.C work in (iv) Slabs having more than 13 cm
and upto 15 cm.thickness
Providing and Laying ordinary cement concrete 1:2:4 (1-Cement 2-coarsesand: 4-graded stone aggregates
mm nominal size) and finishing smooth with curing etc. complete including the cost of form work but excluding
the cost of reinforsement for R.C.C work in (iv) Slabs having more than 13 cm and upto 15 cm.thickness
Mode of Measurement shall be on cubic meter basis.
Providing and Laying ordinary cement concrete 1:2:4 (1-Cement 2-coarsesand: 4-graded
stone aggregates 20 mm nominal size) and finishing smooth with curing etc. complete including
the cost of form work but excluding the cost of reinforsement for R.C.C work in (iv) Slabs having
more than 8 cm and upto 10 cm.thickness
Mode of Measurement shall be on cubic meter basis.
Item No. 16(A) :
Brick work using common burnt clay building bricks having crushing strength not less than
35kg./Sq.Cm.in foundation and plinth in Cement Mortar1:6 (1- Cement :6 - fine sand) (B) Conventional
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Materials: Water shall conform to M-1 Cement shall conform to M-3 Sand shall conform to M-6. Brick shall
conform to M-15 Cement mortar shall conform to M-11.
The proportion of the cement mortar shall be 1:6 (1 cement : 5 fine sand) by volume.
Wetting of bricks:
The bricks required for masonry shall be thoroughly wetted with clean water for about two hours before use or
as directed. The cessation of bubbles, when the bricks are wetted with water is an indication of through wetting
Bricks shall be laid in English bond unless directed otherwise. Half or cut bricks shall not be used except when
necessary to complete to bond; closer in such case shall be cut to required size and used near the ends of walls.
A layer of mortar shall be spread on full width for suitable length of the lower course. Each brick shall first be
properly bedded and set home by gently tapping with handle of trowel or wooden mallet. It side face shall be
flushed with mortar before the next brick is laid and pressed against it. On copletion of course, the vertical
joints shall be fully filled form the top with mortar.
The walls shall be taken up truly in plumb. All courses shall be laid truly horizontal and all vertical joint shall
be truly vertical. Vertical joints in alternate course shall generally be directly one over the other. The thickness
of brick course shall be kept uniform.
The brick shall be laid with frog upwards. A set of tools comprising of wooden straight edges, mason’s sprit
level, square half meter rub, and pins, string and plumb shall be kept on the site of work for frequent checking
during the progress of work.
Both the faces of walls of thickness greater than 23 cms shall be kept in proper place. All the connected brick
work shall be kept not more than one meter over the rest of the work. Where this is not possible, the work shall
be raked back according to bond (and not left toothed) at an angle not steeper than 45 degrees.
All fixtures, pipes, outlets of water, hold fasts of doors and windows etc. which are required to be built in wall
shall be embedded in cement mortar.
Bricks shall be so laid that all joints are quite flush with mortar. Thickness of joins shall not exceed 12 mm.
The face joints shall be raked out as directed by taking tools daily during the progress of work, when the mortar
is still green so as to provide key for plaster or pointing to done.
The face of brick shall be cleaned the very day on which the brick work is laid and all mortar dropping
Signature of Bidder Page 41 of
Ahmedabad Municipal Corporation
Green work shall be protected from rain suitably. Masonry work shall be kept moist on all the faces for a
period seven days. The top of masonry work shall be kept well wetted at the close of the day
Preparation of foundation bed:
If the foundation is to be laid directly on the excavated bed, the bed shall be leveled, cleared of all loose
materials, cleaned and wetted before starting masonry. If masonry is to be laid on concrete footing, the top of
concrete shall be cleaned and moistened. The contractor shall obtain the engineer'’ approval for the foundation
bed, before foundation masonry is started. When puccas flooring is to be provided flush with the top to plinth,
the inside plinth offset shall be kept lower than the outside plinth top by the thickness of the flooring.
Mode of measurements and payment:
The measurements of this item shall be taken for the brick masonry fully completed in foundation up to plinth.
The limiting dimensions not exceeding those shown on the plans or as directed shall be final. Battered, tapered
and curved portions shall be measured net.
No deduction shall be made from the quantity of brick work nor any extra payment made for embedding in
masonry or making holes in respect of following items:
Ends of joints, beams, posts, girders, rafters, purlins, trusses, corbel steps etc. where cross sectional area does
not exceed 500 Sq. cm.
Opening not exceeding 1000 Sq. cm.
Wall plates and bed plates, bearing of slabs, chhajas an the like whose thickness does not exceed 10 Cms. and
the bearing does not extend to the full thickness of wall.
Drainage holes, and recesses for cement concrete blocks to embed hold fasts for doors, windows etc.
Iron fixtures, pipes up to 300 mm dia hold fasts and doors and windows built into masonry and pipes etc. for
concealed wiring.
Forming chases of section not exceeding 350 Sq. Cm. in masonry.
Apertures for fire places shall not be deducted nor shall extra labour required to make splaying of jambs,
throating and making Arches over the aperture be paid for separately.
The rate shall be for a unit of one cubic meter.
Brick work using common burnt clay building bricks having crushing strength not
less than 35kg./Sq.Cm.in foundation and plinth in Cement Mortar1:6 (1-Cement :6 - fine
sand) B) Modular
Signature of Bidder Page 42 of
Ahmedabad Municipal Corporation
Extra for brickwork in super structure above plinth level upto floor two level (B) Conventional
Materials: Water shall conform to M-1 Cement shall conform to M-3 Sand shall conform to M-6. Brick shall
conform to M-15 Cement mortar shall conform to M-11.
The proportion of the cement mortar shall be 1:6 (1 cement : 5 fine sand) by volume.
Wetting of bricks:
The bricks required for masonry shall be thoroughly wetted with clean water for about two hours before use or
as directed. The cessation of bubbles, when the bricks are wetted with water is an indication of through wetting
Bricks shall be laid in English bond unless directed otherwise. Half or cut bricks shall not be used except when
necessary to complete to bond; closer in such case shall be cut to required size and used near the ends of
A layer of mortar shall be spread on full width for suitable length of the lower course. Each brick shall first be
properly bedded and set home by gently tapping with handle of trowel or wooden mallet. It side face shall be
flushed with mortar before the next brick is laid and pressed against it. On copletion of course, the vertical
joints shall be fully filled form the top with mortar.
The walls shall be taken up truly in plumb. All courses shall be laid truly horizontal and all vertical joint shall be
truly vertical. Vertical joints in alternate course shall generally be directly one over the other. The thickness of
brick course shall be kept uniform.
The brick shall be laid with frog upwards. A set of tools comprising of wooden straight edges, mason’s sprit
level, square half meter rub, and pins, string and plumb shall be kept on the site of work for frequent checking
during the progress of work.
Both the faces of walls of thickness greater than 23 cms shall be kept in proper place. All the connected brick
work shall be kept not more than one meter over the rest of the work. Where this is not possible, the work shall
be raked back according to bond (and not left toothed) at an angle not steeper than 45 degrees.
All fixtures, pipes, outlets of water, hold fasts of doors and windows etc. which are required to be built in wall
shall be embedded in cement mortar.
Bricks shall be so laid that all joints are quite flush with mortar. Thickness of joins shall not exceed 12 mm. The
face joints shall be raked out as directed by taking tools daily during the progress of work, when the mortar is
still green so as to provide key for plaster or pointing to done.
The face of brick shall be cleaned the very day on which the brick work is laid and all mortar dropping removed.
Signature of Bidder Page 43 of
Ahmedabad Municipal Corporation
Green work shall be protected from rain suitably. Masonry work shall be kept moist on all the faces for a period
seven days. The top of masonry work shall be kept well wetted at the close of the day
Preparation of foundation bed:
If the foundation is to be laid directly on the excavated bed, the bed shall be leveled, cleared of all loose
materials, cleaned and wetted before starting masonry. If masonry is to be laid on concrete footing, the top of
concrete shall be cleaned and moistened. The contractor shall obtain the engineer'’ approval for the foundation
bed, before foundation masonry is started. When puccas flooring is to be provided flush with the top to plinth,
the inside plinth offset shall be kept lower than the outside plinth top by the thickness of the flooring.
Mode of measurements and payment:
The measurements of this item shall be taken for the brick masonry fully completed in foundation up to plinth.
The limiting dimensions not exceeding those shown on the plans or as directed shall be final. Battered, tapered
and curved portions shall be measured net.
No deduction shall be made from the quantity of brick work nor any extra payment made for embedding in
masonry or making holes in respect of following items:
Ends of joints, beams, posts, girders, rafters, purlins, trusses, corbel steps etc. where cross sectional area does
not exceed 500 Sq. cm.
Opening not exceeding 1000 Sq. cm.
Wall plates and bed plates, bearing of slabs, chhajas an the like whose thickness does not exceed 10 Cms.
and the bearing does not extend to the full thickness of wall.
Drainage holes, and recesses for cement concrete blocks to embed hold fasts for doors, windows etc.
Iron fixtures, pipes up to 300 mm dia hold fasts and doors and windows built into masonry and pipes etc. for
concealed wiring.
Forming chases of section not exceeding 350 Sq. Cm. in masonry.
Apertures for fire places shall not be deducted nor shall extra labour required to make splaying of jambs,
throating and making Arches over the aperture be paid for separately.
The rate shall be for a unit of one cubic meter.
Half brick masonry in common brunt clay building bricks having crushing strength not less than
Kg/Sq.Cm. in Cement mortar 1:5 ( 1-Cement : 5 coarse sand ) in foundation and Plinth
conventional brickwork (up to 10 ton)
The rate shall be for a unit of Sq. Mt.
Extra for half brick masonry in super structure above plinth level upto floor two level (B) conventional
Materials: Brick shall conform to M-15. Water shall conform to M-1. Cement shall conform to M-3. Sand shall
conform to M-6. Cement mortar shall conform to M-11.
Relevant specifications of bricks, wetting and laying of bricks, joints, curing etc. shall conform to item No.
except the brick work of half bricks shall be carried out.
Signature of Bidder Page 44 of
Ahmedabad Municipal Corporation
Cement mortar used in masonry work shall be in proportion of 1 part of cement and 5 part of sand by volume.
All bricks shall be laid strecher wise, breaking joints with those in the upper and lower courses. The wall shall
be taken truly plumb. All courses shall be laid truly horizontal and all vertical joints shall be truly vertical. The
bricks shall be laid with frogs upwards. A set of masons tools shall be maintained on work as required for
frequent checking.
Mode of measurement and payment:
The half brick masonry work in foundation and plinth shall be measured under this item, the limiting dimensions
shall not exceed those shown in the plan or as directed. Any work done extra over the specified dimensions
shall be ignored.
The relevant specifications of item No. 7 shall be followed. The length shall be measured nearest to one Cm.
The rate shall be for a unit of Sq. Mt.
Providing and laying Pre cast Light weight concrete hollow core wall with hollow core concrete unit of
approved make & size of 92 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/ 3000 mm/
mm in legth made from of controlled cement concrete M20 having cube compressive strength not less
than 20 MP a jointing with high strength & tensile adhesion non-shrink cementitious joint compound
/P.U. Foam. (Plaster not required)
Providing and laying Pre cast Light weight concrete hollow core wall with hollow core concrete unit of approved
make & size of 92 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/ 3000 mm/ 3300 mm in legth
made from of controlled cement concrete M20 having cube compressive strength not less than 20 MP a
jointing with high strength & tensile adhesion non-shrink cementitious joint compound /P.U. Foam. (Plaster not
The rate shall be for a unit of Sq. Mt.
Providing and laying Pre cast Light weight concrete hollow core wall with hollow core concrete unit of
approved make & size of 120 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/ 3000 mm/
mm in legth made from of controlled cement concrete M20 having cube compressive strength not less
than 20MP a jointing with high strength & tensile adhesion non-shrink cementitious joint compound/
P.U.Foam. (Plaster not required)
Providing and laying Pre cast Light weight concrete hollow core wall with hollow core concrete unit of approved
make & size of 120 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/ 3000 mm/ 3300 mm in legth
made from of controlled cement concrete M20 having cube compressive strength not less than 20MP a jointing
with high strength & tensile adhesion non-shrink cementitious joint compound/ P.U.Foam. (Plaster not required)
The rate shall be for a unit of Sq. Mt.
Providing and laying Pre cast Regular concrete hollow core wall with hollow core concrete unit of
approved make & size of 92 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/ 3000 mm/
mm in legth made from of controlled cement concrete M35 having cube compressive strength not less
than 35 MP a jointing with high strength & tensile adhesion non-shrink cementitious joint compound/
P.U.Foam. (Plaster not required)
Providing and laying Pre cast Regular concrete hollow core wall with hollow core concrete unit of approved
make & size of 92 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/ 3000 mm/ 3300 mm in legth
made from of controlled cement concrete M35 having cube compressive strength not less than 35 MP a
jointing with high strength & tensile adhesion non-shrink cementitious joint compound/ P.U.Foam. (Plaster not
Signature of Bidder Page 45 of
Ahmedabad Municipal Corporation
The rate shall be for a unit of Sq. Mt.
Providing and laying Precast Regular concrete hollow core wall with hollow core concrete unit of
approved make & size of 120 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/ 3000 mm/
mm in legth made from of controlled cement concrete M35 having cube compressive strength not less
than 35 MP a jointing with high strength & tensile adhesion non-shrink cementitious joint compound
/P.U.Foam. (Plaster not required)
Providing and laying Precast Regular concrete hollow core wall with hollow core concrete unit of approved
make & size of 120 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/ 3000 mm/ 3300 mm in legth
made from of controlled cement concrete M35 having cube compressive strength not less than 35 MP a
jointing with high strength & tensile adhesion non-shrink cementitious joint compound /P.U.Foam. (Plaster not
The rate shall be for a unit of Sq. Mt.
Providing form work of ordinary timber planking so as to give a rough finish including centering
shuttering, strutting and propping etc. height of propping and centering below supporting floor to
celling not exceeding 4 m. and removal of the same for in site reinforced concrete and plain concrete
work in foundations, footing, bases of columns, and mass concrete. ( up a to h)
The shuttering to be provided shall be of ordinary timber planks and shall conform to M-26.
The dimensions of scantlings and battens shall conform to the design. The strength of the wood shall not be
less than that assumed in the design.
The form work shall conform to the shape lines and dimension as shown on the plans and be so constructed as
to remain sufficiently rigid during the placing and compacting of the concrete. Adequate arrangements shall be
made by the contractor to safe guard against any settlement of the form work during the course of concreting
and after concreting. The form work of shuttering, centering, scaffolding bracing etc shall be as per design.
Cleaning & Treatment of forms:
All rubbish, particularly chippings shaving and saw dust shall be removed from the interior of the form before
the concrete is placed and the form work in contact with concrete shall be cleaned and thoroughly wetted or
treated. The surface shall be then coated with soap solution applied before concreting is done. Soap solution
for the purpose shall be prepared by dissolving yellow soap in water to get consistency of paint. Alternatively a
coat of raw linseed oil or form oil of approved manufacture may be applied in case steel shuttering is used.
Soap solution or raw linseed oil shall be applied after thoroughly cleaning the surface. Care shall be taken that
the coating does not get on construction joint surface and reinforcement bars.
Signature of Bidder Page 46 of
Ahmedabad Municipal Corporation
Stripping time:
In normal circumstances and where ordinary cement is used forms may be struck after expiry of following
Sides of walls columns and vertical faces of beam 24 to 48 hours.
Beams soffits (Props left under) 7 days.
Removal of props slabs
(i) Slabs spanning up to 4.5 m – 7 days (ii) Spanning over 4.5 mm 14 days
Removal of props to beams and arches
(i) Spanning up to 6 m – 14 days (ii) Spanning over 6 m 21 days
Procedure when removing the form work:
All form work shall be removed without such shock or vibration as would damage the reinforced concrete
surface. Before the soffits form work and struts are removed, the soffits and the concrete surface shall be
exposed where necessary in order to ascertain that the concrete has sufficiently hardened.
The centering to be provided shall be got approved. It shall be sufficiently strong to ensure absolute safely of
the form work and concrete work before, during and after pouring concrete. Watch should be kept to see that
behavior of centering and form work is satisfactory during concreting. Erection should also be such that it would
allow removal of forms in proper sequence without damaging either the concrete or the forms to be removed.
The props of centering shall be provided on firm foundation or base of sufficient strength to carry the loads
without any settlement.
The centering and form work shall be inspected and approved by the Engineer-in-charge before concreting.
But this will not relieve the contractor of his responsibility for strength, adequacy and safety of form work and
centering. If there is a failure of form work or centering, contractor shall be responsible for the damages to the
work, injury to life and damage to property.
All scaffolding, hoisting arrangements and ladders etc required for the facilitating of concreting shall be
provided and removed on completion work by contractor at his own expense. The scaffolding, hoisting
arrangements and ladders etc. shall be strong enough to with stand all live, dead and impact loads expected to
act and shall be subject to the approval of the Engineer-in-charge. However, contractor shall be solely
responsible for the safety of the scaffolding, hoisting arrangement, ladders, work and workman etc.
Signature of Bidder Page 47 of
Ahmedabad Municipal Corporation
The scaffolding hoisting arrangements and ladders shall allow easy approach to the work spot and afford easy
The rate is applicable to all conditions of working and height up to 4 mts. The rate shall include the cost of
materials and labour for various operations involved such as:
Splayed edges, notching, allowance for overlaps and passing at angles, battens centering, shuttering propping,
bolting, nailing, wedging, easing, striking and removal.
Filleting to form stop chamfered edges or splayed external angles not exceeding 20 mm width to beams,
columns and the like.
Temporary openings in the forms for pouring concrete, if required, removing rubbish etc.
Dressing with oil to prevent adhesion of concrete with shuttering, and
Raking or circular cutting.
Rate shall be paid in Sq.m
Providing and fixing 35 mm thick shutters for Doors, windows and clear story windows including
anodised alluminium butt hinges with necessary screws.
(A) Indian Teak Wood (ii) Fully Glazed. (upto 10 ton)
(B) Indian Teak Wood (iii) Partly panelled and partly glazed. (upto 10 ton)
(C) Indian Teak Wood (iii) Partly panelled and partly glazed.
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
Providing and fixing 35 mm thick shutters for Doors, windows and clear story windows including black
enamelled M.S.butt hinges with necessary screws..
(A) Indian teak wood. (i) Fully Panelled.(upto 10 ton)
(B) Indian teak wood. (ii) Fully Glazed.(upto 10 ton)
(C) Indian teak wood. (iii) Partly panelled and partly glazed. (upto 10 ton)
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
Providing and fixing 35 mm thick panelled, glazed or panelled and glazed shutters for Doors windows
and clear story windows including anodised alluminium But hinges with necessary screws and indian
teak wood shutters with.
(A) Plywood sheet panels. (upto 10 ton)
(B) Particle board panels (upto 10 ton)
(C) Hard board panels. (upto 10 ton)
(D) Asbestos sheet panels. (upto 10 ton)
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
Signature of Bidder Page 48 of
Ahmedabad Municipal Corporation
Providing and fixing 25 mm thick shutters for cup boards etc. including black enamelled M.S. butt
hinges with necessary screws. (A) Indian teak wood. (i) Fully Panelled. (upto 10 ton)(a to b)
Providing and fixing 25 mm thick shutters for cup boards etc. including black enamelled M.S. butt hinges with
necessary screws. (A) Indian teak wood. (i) Fully Panelled. (upto 10 ton)
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
Providing and fixing plain asbestos cement sheet 6 mm thick in partitions including fixing to fames
with screws etc, complete with 50 mm x 12 mm Deodar wood beading (Frames to be paid separately)
Providing and fixing plain asbestos cement sheet 6 mm thick in partitions including fixing to fames with screws
etc, complete with 50 mm x 12 mm Deodar wood beading (Frames to be paid separately) (upto 10 ton)
Item should be executed as per site require ements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
Providing and fixing in partitions 4 mm thick medium hard board of approved quality including fixing to
fames with screws etc complete with 50 mm x 12 mm teak wood beading (Frames to be paid separately)
Providing and fixing in partitions 4 mm thick medium hard board of approved quality including fixing to fames
with screws etc complete with 50 mm x 12 mm teak wood beading (Frames to be paid separately) (upto 10 ton)
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
25 mm thick wooden shelves supported on 40 x 40 mm x 6 mm T or L iron brackets fixed at suitable
distances but not exceeding 75 cm. apart with Mango wood or equivalent quality. (upto 10 ton)
25 mm thick wooden shelves supported on 40 x 40 mm x 6 mm T or L iron brackets fixed at suitable distances
but not exceeding 75 cm. apart with Mango wood or equivalent quality. (upto 10 ton)
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
40 mm thick wooden shelves supported on 40 x 40mm x 6 mm T or L iron brackets fixed at suitable
distances not exceeding 75cm. Apart with Mango wood or equivalent quality. (upto 10 ton)
40 mm thick wooden shelves supported on 40 x 40mm x 6 mm T or L iron brackets fixed at suitable distances
not exceeding 75cm. Apart with Mango wood or equivalent quality. (upto 10 ton)
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Signature of Bidder Page 49 of
Ahmedabad Municipal Corporation
Mode of payment shall be in Sq.m
Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden frames of
windows and clerestory windows.(upto10 ton)
Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden frames of
windows and clerestory windows.(upto10 ton)
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Kg.
Providing and fixing M.S. grills of required pattern to wooden frames of windows etc. with M.S. flats at
required spacings and frame alround, square or round bars with round headed bolts and nuts or by
screws (A) Plain Grill. (upto 10 ton)
Providing and fixing M.S. grills of required pattern to wooden frames of windows etc. with M.S. flats at required
spacings and frame alround, square or round bars with round headed bolts and nuts or by screws (A) Plain
Grill. (upto 10 ton)
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Kg.
Providing and fixing glazed louvered glass windows and ventilators with teak wood frame 10 cm. x
cm. size including 3 coats of oil painting to wood work etc.complete. (upto 10 ton)
Providing and fixing glazed louvered glass windows and ventilators with teak wood frame 10 cm. x 7 cm. size
including 3 coats of oil pa inting to wood work etc.complete. (upto 10 ton)
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
Providing and fixing 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
Providing 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 (upto 10 ton)
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
Providing and fixing 35 mm thick shutters for Doors, windows and clere story windows including
Indian 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 Panelled.
Signature of Bidder Page 50 of
Ahmedabad Municipal Corporation
Providing and fixing 35 mm thick shutters for Doors, windows and clere story windows including Indian 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 Panelled.
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
Providing and fixing 35 mm thick shutters for Doors, windows and clere story windows including
Indian teak wood frames 10 cm x 7 cm. size including black enamelled iron oxidixed fixtures and
fastenings including primer coat of approved quality and two coats of oil painting etc, complete.(ii)
Fully Panelled.
Wood for shutter shall conform to M-29 (2) Anodised aluminium butt hinges shall conform to M-43.
Workmanship: The item covers the requirement of preparation of shutters for doors, windows, clerestory
windows, their supply and fixing.
Panelled shutters shall be constructed in the form of timber frame work of styles and rails with panel, inserted
of type as specified in the detailed drawings. Panel shall be fixed by providing grooves in the style and rails.
The styles and rails shall be joined to each other by mortise and tenon joints at right angles.
All members of the shutters shall be straight without any warp or how and shall have smooth, well planed faces
at right angles to angles to each other.
The size of styles and rails shall be as per drawing or as directed. Styles and rails of shutters shall be made of
one piece only.
Timber paneling:
Thickness of the panel shall be as specified in the item as shown in the drawing or as directed. If the
panel is made from more than one piece, the pieces shall be finished as shown in the detailed drawings and
shall be joined with continuous groove with specified size. The end pieces of the panel and the top and bottom
of the panel shall be provided with continuous tongue to frame into groove of the frame shutter. An air space of
1.5 mm shall be left in the groove of frame shutter while fixing the panels in it.
The faces of the panel as well as various pieces of the panel shall be closely fitted to the size of the grooves.
Finishing of the corners of raised panel edges shall be done as shown in drawings or as directed.
Fixtures & Fastenings:
The rate shall include anodised aluminium butt hinges including fixing with iron screws. The size and number of
hinges shall b as per table given in annexure-1.
Mode of measurements and payment:
The rate for shutter includes cost of providing block and clear for keeping the shutter in open position
The dimension of the shutter shall be measured clear size of the shutter in close position between the
grooves of the frame.
The rate shall be for a unit of one sq. meter.
Signature of Bidder Page 51 of
Ahmedabad Municipal Corporation
(A) (II)Providing and fixing 35 mm thick fully glazed shutters for doors, windowsand clerestory
windows including anodised aluminium butt hinges with necessary streces, Indian Teak Wood.
Materials: Teak wood shall conform to M-29. Glass shall conform to M-38. Anodised aluminium butt hinges
shall conform to M-43.
The relevant specifications of item No. 10.12(A) I shall be followed except that the 35 mm thick shutters
fully glazed for doors, windows and clerelstory windows including aluminium butt hinges with necessary
The glass panels shall be embodied in putty and secured to the rebate by wooden beds or mouldings
shape and size as approved with counter sunk screws of suitable size.
The glass panel shall be properly cut to fit the rebates of the frames and sashes fully with a light minus
margin of about 1.5 mm on all sides. Before glazing the frame shall be primed and prepared for painting so that
wood may not draw oil out of putty.
The rebate shall be putted to an extent to provide bedding all round the glass.
The glass shall then be bedded in putty and fitted to frames with wooden beads or mouldings as
directed and secured with counter sunk screw. The screw shall be spaced not more than 10 mm form each
corner and not more than 200 mm apart.
The size of the rebate in the frame and size and shape of beads or moulding shall be as per detailed
drawings or as directed. The beds or mouldings shall have mitered corners.
Mode of measurement and payment:
The relevant specifications of item No. 10.12(A)(I) I shall be followed.
The rate shall be for a unit of one sq. meter.
A) (III)Providing and fixing 35 mm thick partly panelled and partly glazedshutters, or doors, windows
including anodized aluminium butt hinges with necessary screws, Indian teak wood.
Materials: Teak wood shall conform to M-29. Glass shall conform to M-38. Anodised aluminium butt hinges
shall conform to M-43.
Workmanship: The relevant specifications of item No. 10.12(A) (I) and 10.12(A)(II) shall be followed except
that the 35 mm thick shutters shall be partly panelled and partly glazed for door windows, clerestory windows
etc., as per drawings.
Mode of measurement and payment:
The relevant specifications of item No. 10.12(A)(I) shall be followed. Teak wood incl.Brass fixtures and
S.S.Hingers as approved by Engg.in charge.
The rate shall be for a unit one sq. meter.
Providing and fixing 30 mm thick FACTORY MADE SOLID PANEL PVC DOOR SHUTTER consisting of
frame made out of M.S.tubes of 19 gauge thickness and size of 19 mm x 19 mm for stiles and 15 mm x
15 mm for to p and bottom rails. M.S. frames hall have a coat of steel primers of approved make and
manufacture, M.S. frames hall be covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30 x
mm formings tiles, and 5 mm thick 75 mm wide PVC sheets for to prail, lock rail and bottom rail on
either side, and 10 mm (5 mm x 2) thick, 20 mm wide cross PVC sheet as gap insert for to p rail and
bottom rail, Panelling of 5 stiles and rails with 30 mm wide x 5 mm thick PVC sheet beading on eighter
Signature of Bidder Page 52 of
Ahmedabad Municipal Corporation
side, and joined together with solventcement adhesive,. An additional 5 mm thick PVC strip of 20 mm
width is to be stculkon the interiors ide of the ‘c’ channel using PVC solventcement adhesive etc.
complete as per direction of Engineer incharge, manufacture’s specification and drawing.
PVC doors shall be provided with EZ-7 section doorframe as mentioned in the item description. The size of the
door shall be as per the drawing. The overall thickness of PVC
doors shall be 24 mm. The aluminium fixtures and fastenings
shall be fixed to the shutters as directed by the engineer-in-
The doors shall be of Sintex or any other approved make.
The holes for the hardware to be fitted shall be marked first on the door (for hinges, handle, tower bolt, aldrop
etc.); pilot holes of 3 mm shall be pre-drilled and then hinges
is to be fitted on door. Screws shall not hammered on the door
but fastened by hand/electric screw driver.
Mode of measurement:
The rates of the PVC doors shall be on the basis of area in sq.mt. of PVC doors procured and fixed by the
contractor. No separate payment for the aluminum fixtures
and fastenings shall be payable.
Providing and fixing in position collapsible shutters with vertical channels 20 x 10 x 2 mm braced with
flat iron diagonal 20 x 6 mm size with top and bottom rails T iron 40 x 40 x 6 mm with 38 mm dia steel
pulleys complete with bolts, units, locking arrangements, stoppers, handles, including a priming coat
of red lead paint & approved make.
Materials: The collapsible steel gate shall conform to M-33.
T-rails shall be fixed to the floor and to the lintel at top by means of anchor bolts, embedded in cement concrete
on floor and lintel. The anchor bolts shall be placed approximately at 45 mm centers alternatively in the two
flanges of the T iron. In the bottom runner (T-iron) shall be embedded in the floor and proper groove shall be
formed along the runner for the purpose. The collapsible gate shall be fixed at the sites by fixing the end double
channels in the T-Iron rail and also by hold fasts bolted to the end double channel and fixed in the masonry of
the side walls or the otherwise.
In case where the collapsible gate is not required to the lintel beams or slop above, a tee iron suitably
designed may be fixed at the top embedded in masonry and provided with necessary clamps and roller
arrangement at the top.
All the adjoining work damaged while fixing of gate shall be made good to match the existing work
without any extra payment.
All the members of the collapsible gate including T-Iron shall be thoroughly cleaned of rust, scales,
dust etc. and given a priming coat of red lead before fixing them in position.
Mode of measurements and payment:
The collapsible gate shall be measured in sq. meter. The height of the gate shall be measured as the
length of double channels and breadth from outside to outside of the end fixed double channels in open
position of the gate. The rate includes providing handles, locking arrangements, stoppers etc.
The rate shall be for unit of one sq. meter.
Signature of Bidder Page 53 of
Ahmedabad Municipal Corporation
Providing and fixing 1 mm thick M.S. sheet sliding shutters with frame and diagonal braces of 40x40x6
mm angle iron, 3.15 mm M.S.gusset plates at Junctions and corners 25 mm dia. pulley, 40x40x6 mm
angle and T-iron huide rail at top and bottom respactively with handles, stoppers and locking
agangement etc, including applying a priming coat of red lead paint. (upto 10 ton)
Providing and fixing 1 mm thick M.S. sheet sliding shutters with frame and diagonal braces of 40x40x6
mm angle iron, 3.15 mm M.S.gusset plates at Junctions and corners 25 mm dia. pulley, 40x40x6 mm angle
and T-iron huide rail at top and bottom respactively with handles, stoppers and locking agangement etc,
including applying a priming coat of red lead paint. (upto 10 ton)
Item should be executed as per site conditions and instructions given by Engg-In-Charge.
The rate shall be for unit of one sq. meter.
Providing and fixing rolling shutters of approved make made of 80 mm wide M.S.laths inter-
locked together through their entire length and jointed together at theends by end locks mounted on
specially designed pipe shaft with bracket plates, guide channels and arragements for inside and out
side locking with push-pull operation including the cost of hood cover and spring etc. complete. (A)
Shutters having width below 3.5 M.
Providing and fixing rolling shutters of approved make made of 80 mm wide M.S.laths inter-locked
together through their entire length and jointed together at theends by end locks mounted on specially
designed pipe shaft with bracket plates, guide channels and arragements for inside and out side locking with
push-pull operation including the cost of hood cover and spring etc. complete. (A) Shutters having width below
Item should be executed as per site conditions and instructions given by Engg-In-Charge.
The rate shall be for unit of one sq. meter.
Providing & Fixing in position 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 bottom vertical & top section 83.5x44.45 (wt.1.31 kg/mt.)(at 1.31 kg/mt) (c) Shutter
bottom section at 114.3x44.45 mm at (1.37 kg/mt) Shutter middle section at 100x44.3 wt.(1.37 kg/mt)
incl.providing & installing 5 mm thick approved color Acrylic sheet of standard quality fixed with
glazing chips on upper pannel & Laminated sheet on lower pannel (wtt.0.13 kg/Rmt) etc.comp.as
direction of engg.in charge
Metalic Color Anodized Aluminum alloy used in the manufacture of extruded sections for the fabrication
of doors, windows, ventilators shall confirm to designation HE9-WP of IS:733.
Transparent sheet glass shall confirm to the requirements of IS:2835. Wired and figured glass shall be
as per IS:5437. Builder's hardware of fittings & fixtures shall be of the best quality from approved
All aluminum doors, windows, ventilators and partitions shall be of the type and size as specified. The
doors, windows, ventilators shall confirm to the requirements of IS: 1948. Aluminum windows, shall confirm to
IS: 1949, if so specified. All aluminum units shall be supplied with Metallic color anodized finish. The minimum
anodic film thickness shall be 0.015 mm. Doors, windows and ventilators shall be of an approved manufacture.
Fabrication of the units shall be with the extruded sections, cut to correct lengths, mitred and welded at the
corners to a true right angle conforming to the requirements of IS: 1948. Tolerance in overall dimensions shall
be within ± 1.5mm. The frames and shutters shall be free from warp or buckle and shall be square and truly
plane. Punching of holes, slots and other provisions to install fittings or fixtures later shall be made at the
correct locations, as per the requirements.
Aluminium swing type doors, aluminum sliding windows, partitions shall be as specified. IS: 1948 and IS:
shall be referred to incorporates the sizes, shapes, thickness and weight per running meter of extruded
sections for the various components of the units. However, new sizes, shapes, thickness with modifications to
Signature of Bidder Page 54 of
Ahmedabad Municipal Corporation
suit snap-fit glazing clips etc. are being continuously being added by various leading manufacturers of extruded
sections, which are available in the market. As such, the sections of the various components of the unit
proposed by the Contractor, will be reviewed by the GSDWICL and will be accepted only if they are equal to or
marginally more than that given in the codes/as specified.
Specific provisions as stipulated for steel doors, windows, and ventilators under related clause shall also be
applicable for this item work. Glazing beads shall be of the snap-fit type suitable for the thickness of glazing
proposed as indicated in the items of works prepared by the Contractor. A layer of clear transparent lacquer
shall be applied on Aluminium sections to protect them from damage during installation. This lacquer coating
shall be removed after the installation is completed.
Mode of measurement
Measurement will be given on the Square meter basis of actual area of the Aluminum section.
Providing and fixing extruded aluminum window having extruded aluminum Colour Powder
Coatedsectionframemainoutersize127mmx38.10mmx1.35mm(ofJindalSectionno:2443,@Wt.1.384Kg/mt),
horizontal Four track member size122.20mm x31.75mm x1.10mm (ofJinda lSection no:8787,@
Wt.1.205Kg/ mt) ,vertical member of size122.20mm x31.75 mm x1.50 mm (ofJindal Section
no:8935,@Wt.1.398Kg/mt) with sliding shutters of horizontal member size 40mmx18mmx1.29
mm(ofJindal Section no:8949 @wt.of0.456 Kg/mt), vertical member of size 40mmx18mmx
1.29mm(ofJindal Section no:8947 @wt.of0.456Kg /mt/Section 8948,@Wt.0.457Kg/mt) with 5mmt hick
transparent bronze colour tinted float glass with powder coated aluminum fittings and
fixturesandtransparentsiliconsealantglassfixingtoframeasperdetailsetccompletefor
Providing and fixing extruded aluminum window having extruded aluminum Colour Powder Coated
section frame main outer size127mmx38.10mmx1.35mm(ofJindalSectionno:2443,@Wt.1.384Kg/mt),horizontal
Four track member size122.20mm x31.75mm x1.10mm (ofJinda lSection no:8787,@ Wt.1.205Kg/ mt) ,vertical
member of size122.20mm x31.75 mm x1.50 mm (ofJindal Section no:8935,@Wt.1.398Kg/mt) with sliding
shutters of horizontal member size 40mmx18mmx1.29 mm(ofJindal Section no:8949 @wt.of0.456 Kg/mt),
vertical member of size 40mmx18mmx 1.29mm(ofJindal Section no:8947 @wt.of0.456Kg /mt/Section
8948,@Wt.0.457Kg/mt) with 5mmt hick transparent bronze colour tinted float glass with powder coated
aluminum fittings and fixturesandtransparentsiliconsealantglassfixingtoframeasperdetailsetccompletefor
Mode of measurement
Measurement will be given on the Square meter basis of actual area of the Aluminum section.
Providing & Fixing in position Alluminium vents with frame using approved anodised extruded
alluminium section as approved by Engg.in charge.(Jindal alluminium) units equivalent (Approved
Rate) Frame section of 63.50 x 38.50 mm (wt.0.68 Kg/Rmt) incl.Providing & Installing 5 mm thick
approved color Acrylic sheet of standard quality etc.comp.
Providing & Fixing in position Alluminium vents with frame using approved anodised extruded
alluminium section as approved by Engg.in charge.(Jindal alluminium) units equivalent (Approved Rate) Frame
section of 63.50 x 38.50 mm (wt.0.68 Kg/Rmt) incl.Providing & Installing 5 mm thick approved color Acrylic
sheet of standard quality etc.comp.
Mode of measurement
Measurement will be given on the Smt. basis of actual area of the Aluminum section.
Signature of Bidder Page 55 of
Ahmedabad Municipal Corporation
Providing and fixing standared extruded of alluminium section of size 63 mmx38.10 mmx1.2 mm (Jindal
Section:2434, @ Wt.0.643 Kg/mt) with colour anodized alluminium frame for ventilation with 5 mm thick
frosted glass as details etc complete for Ventilation
Providing and fixing standared extruded of alluminium section of size 63 mmx38.10 mmx1.2 mm
(Jindal Section:2434, @ Wt.0.643 Kg/mt) with colour anodized alluminium frame for ventilation with 5 mm thick
frosted glass as details etc complete for Ventilation
ITEM SHALL BE EXTUCUTED AS PER INSTRUCTION GIVEN BY ENGG. INCHARGE.
ITEM SHALL BE PAID IN SMT
Providing and fixing standared extruded of alluminium section of size 63.50 x 38.10 x 1.95mm,@ Wt
1.094Kg / Rmt with colour Powder Coated alluminium frame with 5 mm thick transparent bronze colour
tinted float glass as details etc complete for Fix Partition
ITEM SHALL BE EXTUCUTED AS PER INSTRUCTION GIVEN BY ENGG. INCHARGE.
ITEM SHALL BE PAID IN SMT
Providing and laying 40 mm thick marble chips flooring rubbed and polished (I.E.terrazo) to granolithic
finish with under layer 30 mm thick cement concrete1:2:4 (1-Cement: 2-coarse sand: 4-graded stone
aggregate 10 mm and down gauge) and to player 10 mm thick with white, black or white and blak
marble cihps of required sizes from 1 mm to 4 mm nominal size laid in cement marble powder mix 3:1
(3-Cement:1-Marble powder by weight) in proportion of 4:7 (4-Cement: 7-marble chips by volume) (C)
Medium Shade pigment with approx 50% white cement and 50% ordinary cement (In top layer only)
Providing and laying 40 mm thick marble chips flooring rubbed and polished (I.E.terrazo) to granolithic
finish with under layer 30 mm thick cement concrete1:2:4 (1-Cement: 2-coarse sand: 4-graded stone aggregate
10 mm and down gauge) and to player 10 mm thick with white, black or white and blak marble cihps of required
sizes from 1 mm to 4 mm nominal size laid in cement marble powder mix 3:1 (3-Cement:1-Marble powder by
weight) in proportion of 4:7 (4-Cement: 7-marble chips by volume) (C) Medium Shade pigment with approx
50% white cement and 50% ordinary cement (In top layer only) (upto 10 ton)
Item should be executed as per site conditions and instructions given by Engg-In-Charge.
The rate shall be for a unit Sq.m.
Providing and laying marble chips skirting (Terrazo) or dedo rubbed, and polished to Granolithic finish
to player 6 mm white, black or white and black marble chips of size from smallest to 4 mm nominal size
laid in cement marble powder mix 3:1 (3-Cement: 1 marble powder by weight) in proportion of 4:7 (4-
cement marble powder mix: 7-marble chips by volume) 20 mm thick with under 14 mm thick layer
cement plaster 1:3 (1-cement: 3-coarse sand) (C) Medium shade pigment with appox 50% white cement
and 50% ordinary cement (In top layer only) (upto 10 ton)
Providing and laying marble chips skirting (Terrazo) or dedo rubbed, and polished to Granolithic finish
to player 6 mm white, black or white and black marble chips of size from smallest to 4 mm nominal size laid in
cement marble powder mix 3:1 (3-Cement: 1 marble powder by weight) in proportion of 4:7 (4-cement marble
powder mix: 7-marble chips by volume) 20 mm thick with under 14 mm thick layer cement plaster 1:3 (1-
Signature of Bidder Page 56 of
Ahmedabad Municipal Corporation
cement: 3-coarse sand) (C) Medium shade pigment with appox 50% white cement and 50% ordinary cement
(In top layer only) (upto 10 ton)
Item should be executed as per site conditions and instructions given by Engg-In-Charge.
The rate shall be for a unit Sq.m.
Providing and laying white glazed tiles 6 mm thick in flooring treads of steps and landing laid on a bed
of 12 mm thick cement mortar 1:3 (1- cement:3-coarses and) finishing with flush pointing in white
cement. (upto 10 ton)
Workmanship : The work shall be carried out for skirting as dedo. Before fixing glazed tiles of shade and size as
specified, the surface shall be prepared by heavy scarping, making joints etc. to the required line, level and plumb. The
surface shall be thoroughly wetted before commencing the laying work. Thereafter about 10 mm. thick backing of cement
mortar in specified proportion shall be applied on the surface in true like and level generally as per specifications of
Fixing : The black of each tile to be fixed shall be smeared with cement paste of matching colour and the glazed tiles
shall then be gently tapped against the surface, with a wooden mallet. The skirting shall be done only after the flooring is
competed. Any pipes coming out of the wall through the dedo or skirting shall only beat at the intersections of the
horizontal and vertical joints. The tiles shall not have staggered joints. The joints shall be true to entire line both ways and
vertical joints shall be in line with joints of flooring. Tiles shall be fixed as close as possible to the adjoining tiles and any
difference in the thickness of the glazed tiles shall be evened out in the cement paste so that all the tiles faces are set in
conformly with one another. The skirting shall project uniformly and not more than 6 mm. thickness beyond the finished
surface above. Top of skirting of dedo shall be truly horizontal. The rises of steps, skirting or dedo shall rest on top of
treads of flooring wherever required. The tiles shall be cut (sawn) and thin edges smoothened before use.
Curing : Curing shall be done for 7 days continuously.
Finishing : Skirting and dedo shall be hand polished to have an even smooth and shining surface. In case of skirting only
10 mm. x 10 mm. grove shall be provided at the junction of cement plaster and cement tilesThe white glazed tiles shall
be laid on cement mortar bedding of 12 mm thick in C.M. 1 :3 . The mortar shall have sufficient plasticity for laying and
there shall be no hard lumps that would interfere with the evenness of bedding the base shall be cleared with well wetted.
The mortar shall then be spread in thickness not less than 10 mm at any place and average 12 mm thickness. The
proportion of the cement mortar shall be as specified in the item.
The tiles before laying shall be soaked in water for atleast two hours Neat Gracie cement grout at 3.3 Kg/Cement /Sq. mt.
Of honey like consistency shall be separated over the mortar bedding as directed. The edges of the tiles be smeared with
neat cement slurry. The tiles shall be well pressed and gently tapped with a wooden mallet till they are properly bedded
and in level with the adjoining tiles. There shall be no hollows in bed or joints. The joints between the tiles shall be as thin
as possible in straight line or as per pattern.
The tiles shall not have staggered joints. The joints shall be true to centre line both ways. The Nehni trap coming in the
flooring shall be so positioned that its grating shall replace only one tile as far as possible. Where full size tiles cannot be
fixed, they shall be cut (swan0 to be required size and the edges rubbed smooth to ensure straight and true joints. The
joints shall be filled with grey cement grout with wire brush of trowel to a depth of 5 mm. and loose material removed.
White cement shall be used for pointing the joints., After fixing the tile finally in an even the flooring shall be kept wet and
allowed to nature undisturbed for 7 days.
The surplus cement grout that may have come out of the joints shall be cleared off before it sets. Once the floor has set,
it shall be carefully washed, cleared by dilute acid and dried. Proper precaution and measures shall be taken to ensure
that the tiles are not damaged inany way till the completion of the construction.
Signature of Bidder Page 57 of
Ahmedabad Municipal Corporation
Mode of measurement & payment
The work done shall be measured in sq. mt. For visible area of work done, The length and width of the flooring shall be
measured not between the faces of skirting or dedos or plastered face of wall as the case may be. The paving under
dedo or skirting shall not be measured. No deduction shall be made not extra paid for any opening in the floor of area
upto 0.1 sq. mt. Nothing extra shall be paid for laying the floors at different levels in the same rooms.
The rate shall be for a unit of one sq. metre.
mic tiles 6 mm thick in flooring treads of steps and landing laid on a bed of 12 mm thick cement mortar 1:3 (1-cement :3-coarses
and) finishing with flush pointing in white cement. (upto 10 ton)
Water shall conform M-1. Lime mortar shall conform to M-10. Cement mortar shall conform to M-11.
Ceramic tiles shall be of approved colour and quality. The tile shall be even, sound regular in shape
and generally uniform in colour. It shall be without any soft veins, cracks of flows.
All angles and edges of the slabs shall be true square and free form chippings and giving plain surface. The
thickness shall be 10 mm to 15 mm. as specified in the item but not less than 10 mm. at any place.
Claddding for the ceramic tiles shall be cement mortar 1:3 (1 cement : 3 coarse sand) as given in the
description of the item. Sub grade shall be cleaned, wetted and mopped. Mortar of the specified mix and
mm thickness shall be then be spread. Top surface of the mortar shall then be corrected by adding fresh
mortar at hollows or depressions. The mortar shall then be allowed to harden bit. Over this surface, cement
slurry of honey like consistency shall be applied. The 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. The joint shall be as fine as
possible. The tiles fixed in the floor adjoining the wall shall enter not less then 10 mm. under the plaster skirting
or dado. The junction between the wall floor shall be finished neatly. The finished surface shall be true to levels
and slopes as directed.
The cladding shall be kept wet for a minimum period of 7 days. So that joints set properly.
The floor shall then be washed clean with water. The holes required for Nahni traps, pipes any other fittings
shall be made without any extra cost.
Mode of measurements & payment :
The risers of steps, skirting or dado shall be measured in sq. metre. Length shall be measured along the
finished faces of risers, skirting or dado. Height shall be measured from finished level of treads or floor to top.
Lining of pillar shall be measured under this item.
The rate shall be for a unit of sq. metre
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 (N.S.)
Providing and laying Vitrified tiles 8 to 10 mm thick, 36''x36'' in flooring treads of steps and landing laid
on a bed of 12 mm thick cement mortar 1:3 (1-cement:3-coarses and) finishing with flush pointing in
white cement. (upto 10 ton)
Signature of Bidder Page 58 of
Ahmedabad Municipal Corporation
Providing and Laying 36" x 36" vitrified 8 mm th.anti skid tiles of "RAK","Bell" or equivalent make as approved
by consultants flooring/skirting over 20 mm thick cement mortar 1:6 (1 cement : 6 coarse sand) on new surface
& jointed with colour cement slurry incl.with flush pointing & cleaning the surface etc.comp
Water shall conform to M-1. Lime mortar shall conform to M-10. Cement mortar shall conform to M-11. vetrified
tiles of 24" x 24" , 8 mm th.anti skid tiles. "RAK","Bell" or equivalent make
Bedding : Bedding of granite slabs shall be lime mortar 1:1.5 (1 Lime putty : 1.5 coarse sand) or cement
mortar 1:6 (1 cement : 6 coarse sand) of average thickness 20 mm. thick as given in description of item.
Minimum thickness at any place shall not be less than 10 mm.
Laying : The surface of sub grade shall be cleared wetted and mopped. Mortar of specified mix and thickness
shall then be spread on an are sufficient to receive one granite slab, The slab shall be washed clean before
laying. It shall be laid on top pressed and tapped gently to bring it in level with other slabs. It shall then be lifted
and laid a side. The top surface of the mortar shall then be corrected by adding fresh mortar at hollows, or
depressions. The mortar shall then be allowed to harden it over this surface cement slurry of honey like
consistency at 4.4 Kg. Of cement per sq. metre. The edges of slabs already paved shall be buttered with grey
cement. The slab shall then be gently placed in position and tapped with wooden mallet till it is properly bedded
in level with and close to the adjoining slab. The joints shall be as fine as possible : Surplus cement on the
surface of the slabs shall be removed. The slab fixed in the floor adjoining the walls shall enter not less 10 mm.
under the plaster skirting or dado. The junction between the walls and floors shall be finished neatly. The
finished surface shall be true to level and slopes as directed.
Curing : The floor shall be cured for minimum period of seven days.
Mode measurements & payment :
flooring with various kinds of floors shall measured in sq. metre. The length and breadth shall be measured
between the finished face of skirting or dado or wall plaster. No deduction shall be made not extra shall be paid
for any openings in the floor or area upto 0.05 sq. mt. Nothing extra shall be paid for laying stone at different
levels in the same room. Treads and steps of stairs paved with granite stone slabs shall also be measured
under flooring.
The rate shall be for a unit of one sq. metre
Providing and laying Vitrified tiles 8 to 10 mm thick, 24''x24'' in flooring treads of steps and landing laid
on a bed of 12 mm thick cement mortar 1:3 (1-cement:3-coarses and) finishing with flush pointing in
white cement. (upto 10 ton)
Providing and Laying 24" x 24" vitrified 8 mm th.anti skid tiles of "RAK","Bell" or equivalent make as approved
by consultants flooring/skirting over 20 mm thick cement mortar 1:6 (1 cement : 6 coarse sand) on new surface
& jointed with colour cement slurry incl.with flush pointing & cleaning the surface etc.comp
Water shall conform to M-1. Lime mortar shall conform to M-10. Cement mortar shall conform to M-11. vetrified
tiles of 24" x 24" , 8 mm th.anti skid tiles. "RAK","Bell" or equivalent make
Bedding : Bedding of granite slabs shall be lime mortar 1:1.5 (1 Lime putty : 1.5 coarse sand) or cement
mortar 1:6 (1 cement : 6 coarse sand) of average thickness 20 mm. thick as given in description of item.
Minimum thickness at any place shall not be less than 10 mm.
Laying : The surface of sub grade shall be cleared wetted and mopped. Mortar of specified mix and thickness
shall then be spread on an are sufficient to receive one granite slab, The slab shall be washed clean before
laying. It shall be laid on top pressed and tapped gently to bring it in level with other slabs. It shall then be lifted
and laid a side. The top surface of the mortar shall then be corrected by adding fresh mortar at hollows, or
depressions. The mortar shall then be allowed to harden it over this surface cement slurry of honey like
consistency at 4.4 Kg. Of cement per sq. metre. The edges of slabs already paved shall be buttered with grey
Signature of Bidder Page 59 of
Ahmedabad Municipal Corporation
cement. The slab shall then be gently placed in position and tapped with wooden mallet till it is properly bedded
in level with and close to the adjoining slab. The joints shall be as fine as possible : Surplus cement on the
surface of the slabs shall be removed. The slab fixed in the floor adjoining the walls shall enter not less 10 mm.
under the plaster skirting or dado. The junction between the walls and floors shall be finished neatly. The
finished surface shall be true to level and slopes as directed.
Curing : The floor shall be cured for minimum period of seven days.
Mode measurements & payment :
flooring with various kinds of floors shall measured in sq. metre. The length and breadth shall be measured
between the finished face of skirting or dado or wall plaster. No deduction shall be made not extra shall be paid
for any openings in the floor or area upto 0.05 sq. mt. Nothing extra shall be paid for laying stone at different
levels in the same room. Treads and steps of stairs paved with granite stone slabs shall also be measured
under flooring.
The rate shall be for a unit of one sq. metre
Providing and laying Vitrified tiles 8 to 10 mm thick, in skrting risers of steps and dedo on 10 mm thick
cement plaster 1:3 (1-cement:3-coarse sand) and jointed with white cement slurry (upto 10 ton)
Providing and laying Vitrified tiles 8 to 10 mm thick, in skrting risers of steps and dedo on 10 mm thick
cement plaster 1:3 (1-cement:3-coarse sand) and jointed with white cement slurry (upto 10 ton)
Mode of measurements & payment : The rate shall be for a unit of one Sq. meter.
Providing and laying Vitrified tiles 8 to 10 mm thick, 24''x24'' in skrting risers of steps and dedo on
mm thick cement plaster 1:3 (1-cement: 3-coarse sand) and jointed with white cement slurry (upto
Providing and laying Vitrified tiles 8 to 10 mm thick, 24''x24'' in skrting risers of steps and dedo on
mm thick cement plaster 1:3 (1-cement: 3-coarse sand) and jointed with white cement slurry (upto 10 ton)
Mode of measurements & payment : The rate shall be for a unit of one Sq. mete
Providing and laying 24" x 24" vitrified 8 to 10 mm th.Double Charged Gloosy / Matt tiles
of Approved make as Approved by Adl.C.E. / Consultants for upto 10 cm high skirting as
approved by Engineer in charge over 10 mm thick cement mortar 1:6 (1 cement : 6 coarse sand)on
new surface& jointed with colour cement slurry incl with flush pointing & cleaning the surface
Mode of measurements & payment : The rate shall be for a unit of one Sq. mete
Providing and laying polished Kota stone slab flooring over 20 mm (Average) thick base of cement
mortar 1:6 (1-cement:6-coarses and) or L.M.1.1.5 (1-Lime putty:1.5-coarses and) laid over and jointed
with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing
etc. complete. (A) 25 mm thick (upto 10 ton)
Water shall conform to M-1. Lime mortar shall conform to M-10. Cement mortar shall conform to M-11. Marble
stone slab 20 mm. thick.
Dressing of slab : Every stone shall be cur to required size and fine chisel dressed to give a smooth and even
surface on all sides to the full depth. A straight edge laid along the sides of the stone shall be fully in contact
with it. Chisel dressing shall also be done on top surface to remove any waviness. The sides and top surface to
Signature of Bidder Page 60 of
Ahmedabad Municipal Corporation
granite slabs shall be machine polished and molding etc. complete before using. All angles and edges of slabs
shall be true square and free form chippings.
The thickness of stone shall be 18 mm. The allowable tolerance shall be 1 mm. allowable. The tolerance shall
be 15 mm. in length and breath.
Bedding : Bedding of granite slabs shall be lime mortar 1:1.5 (1 Lime putty : 1.5 coarse sand) or cement
mortar 1:6 (1 cement : 6 coarse sand) of average thickness 20 mm. thick as given in description of item.
Minimum thickness at any place shall not be less than 10 mm.
Laying : The surface of sub grade shall be cleared wetted and mopped. Mortar of specified mix and thickness
shall then be spread on an are sufficient to receive one granite slab, The slab shall be washed clean before
laying. It shall be laid on top pressed and tapped gently to bring it in level with other slabs. It shall then be lifted
and laid a side. The top surface of the mortar shall then be corrected by adding fresh mortar at hollows, or
depressions. The mortar shall then be allowed to harden it over this surface cement slurry of honey like
consistency at 4.4 Kg. Of cement per sq. metre. The edges of slabs already paved shall be buttered with grey
cement. The slab shall then be gently placed in position and tapped with wooden mallet till it is properly bedded
in level with and close to the adjoining slab. The joints shall be as fine as possible : Surplus cement on the
surface of the slabs shall be removed. The slab fixed in the floor adjoining the walls shall enter not less 10 mm.
under the plaster skirting or dado. The junction between the walls and floors shall be finished neatly. The
finished surface shall be true to level and slopes as directed.
Curing : The floor shall be cured for minimum period of seven days.
Mode measurements & payment :
marble stone flooring with various kinds of marble shall measured in sq. metre. The length and breadth shall be
measured between the finished face of skirting or dado or wall plaster. No deduction shall be made not extra
shall be paid for any openings in the floor or area upto 0.05 sq. mt. Nothing extra shall be paid for laying stone
at different levels in the same room. Treads and steps of stairs paved with granite stone slabs shall also be
measured under flooring.
The rate shall be for a unit of one sq. metre.
ITEM NO -59 & 60 ( Consider Marble Stone Instead of Kota stone for Item No. 59)
Providing and laying polished Kota stone slab flooring over 20 mm (Average) thick base of cement
mortar 1:6 (1-cement:6-coarses and) or L.M.1.1.5 laid over and jointed with grey cement slurry
including rubbing and polishing etc.complete. (B) 30 mm thick (upto 10 ton)
Water shall conform to M-1. Lime mortar shall conform to M-10. Cement mortar shall conform to M-11. Marble
stone slab 20 mm. thick.
Dressing of slab : Every stone shall be cur to required size and fine chisel dressed to give a smooth and even
surface on all sides to the full depth. A straight edge laid along the sides of the stone shall be fully in contact
with it. Chisel dressing shall also be done on top surface to remove any waviness. The sides and top surface to
granite slabs shall be machine polished and molding etc. complete before using. All angles and edges of slabs
shall be true square and free form chippings.
The thickness of stone shall be 18 mm. The allowable tolerance shall be 1 mm. allowable. The tolerance shall
be 15 mm. in length and breath.
Bedding : Bedding of granite slabs shall be lime mortar 1:1.5 (1 Lime putty : 1.5 coarse sand) or cement
mortar 1:6 (1 cement : 6 coarse sand) of average thickness 20 mm. thick as given in description of item.
Minimum thickness at any place shall not be less than 10 mm.
Laying : The surface of sub grade shall be cleared wetted and mopped. Mortar of specified mix and thickness
shall then be spread on an are sufficient to receive one granite slab, The slab shall be washed clean before
laying. It shall be laid on top pressed and tapped gently to bring it in level with other slabs. It shall then be lifted
and laid a side. The top surface of the mortar shall then be corrected by adding fresh mortar at hollows, or
depressions. The mortar shall then be allowed to harden it over this surface cement slurry of honey like
consistency at 4.4 Kg. Of cement per sq. metre. The edges of slabs already paved shall be buttered with grey
cement. The slab shall then be gently placed in position and tapped with wooden mallet till it is properly bedded
in level with and close to the adjoining slab. The joints shall be as fine as possible : Surplus cement on the
surface of the slabs shall be removed. The slab fixed in the floor adjoining the walls shall enter not less 10 mm.
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under the plaster skirting or dado. The junction between the walls and floors shall be finished neatly. The
finished surface shall be true to level and slopes as directed.
Curing : The floor shall be cured for minimum period of seven days.
Mode measurements & payment :
marble stone flooring with various kinds of marble shall measured in sq. metre. The length and breadth shall be
measured between the finished face of skirting or dado or wall plaster. No deduction shall be made not extra
shall be paid for any openings in the floor or area upto 0.05 sq. mt. Nothing extra shall be paid for laying stone
at different levels in the same room. Treads and steps of stairs paved with granite stone slabs shall also be
measured under flooring.
The rate shall be for a unit of one sq. metre.
Providing and laying polished kota stone slab 25 mm thick in risers of steps, skirting Dedo and pillars
laid on 10 mm thick cement mortar 1:3 (1-Cement :3 coarses and) and jointed with gray cement slury
mixed with pigment to match the shade of slab including rubbing and polishing etc.complete. (upto
The relevant specifications of item no. 59 shall be followed except
shall that the kota stone shall be fixed for risers of steps, skirting or dado in C.M. 1:3 and the polishing shall be
manually instead of machine polishing.
Mode of measurement & payment :
The risers of steps, skirting or dado shall be measured in sq. metre.
Length shall be measured along the finished faces of risers, skirting or dado. Height shall be measured from
finished level of treads or floor to top. Lining of pillar shall be measured under this item.
The rate shall be for a unit of 1 sq. metre.
Providing and laying cement concrete flooring 1:2:4 (1-cement: 2-coarses and:4-graded stone
aggregate 20mm nominal size) laid in one layer and finished with a floating coat of neat cement. (A)
40mm thick. (upto 10 ton)
Water shall conform to M-1. Cement shall conform to M-3. Sand shall
conform to M-6. Stone aggregate 20 mm. nominal size shall conform to M-12.Cement concrete 1:2:4 proportion
measured by volume shall conform to relevant specification or ordinary grade 1:2:4 concrete.
The cement concrete flooring of 40 mm. thick (average) is to be laid as per the site condition. The concrete
shall be mixed in a mechanical mixer at the work. Hand mixer may however be allowed for smaller quantities of
work and in case of failure of machines or as permitted by the engineer-in-charge. It shall carried out on a
water tight platform and care shall be taken to ensure that mixing is continued until the mass is uniform in
colour and consistency. However in such cases 10% more cement than otherwise required shall have to be
used without any cost. The mechanical mixing shall be done for a period of 1/2 to 2 minutes. The quantity of
water shall be thus sufficient of produce a dense concrete required workability for the purpose. Flooring of
specified thickness shall be laid in accordance with approved pattern or as directed. Finishing operation shall
start shortly after the cessation of beating and shall be spread over a period of one to six hours depending
upon the temperature and atmospheric conditions. The surface shall be left for some time till moisture
disappears from it. Fresh quantity of cement shall be mixed with water to form a thick slurry and spread over
the surface while the concrete is still green. Use of dry cement or cement and sand mixture sprinkled on this
surface to stiffen the concrete or absorb excessive moisture shall not be permitted. The cement slurry shall
than be properly paste twice by means of iron flats, once, when the slurry is applied and the second time when
cement starts setting and finished smooth. The surface shall be marked with string or B.R.C. fabric jali to make
the surface non slippery as and when directed. The junction of floors with wall plaster dado or skirting shall be
rounded where so required upto 25 mm. radius. Flooring in lavatories and bath rooms shall be laid after fixing
of water closet and squatting pans and floor traps, which shall be plugged while laying the floors and opened
after the floors, are completed. Any damage, done to water supply sanitary fittings during the execution of work
shall be mage good.
After the final set, the concrete shall be kept continuously wet, if required ponding for a period of not less than
days from the date of placement.
The form work shall be provided if necessary as directed by the engineer in charge. Concreting shall be done
as per alternate bay method with necessary centering wither by mastic or cement mortar as directed.
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Mode of measurement & payment :
The rate shall include the cost of all material and labour involved in all the operations described above. No
deduction shall be made or extra paid for any opening upto 0.1 sq. meter in area in the floor, nothing extra shall
be paid for laying the floor at different levels in the same room or the court yard.
The rate shall be for unit of one sq. meter.
Providing and laying cement concrete flooring 1:2:4 (1-cement: 2-coarse sand:4-graded stone
aggregate 20mm nominal size) laid in one layer and finished with a floating coat of neat cement. (B)
50mm thick. (upto 10 ton)
Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-6. Stone aggregate 20 mm.
nominal size shall conform to M-12.Cement concrete 1:2:4 proportion measured by volume shall conform to
relevant specification or ordinary grade 1:2:4 concrete.
The cement concrete flooring of 50 mm. thick (average) is to be laid as per the site condition. The concrete
shall be mixed in a mechanical mixer at the work. Hand mixer may however be allowed for smaller quantities of
work and in case of failure of machines or as permitted by the engineer-in-charge. It shall carried out on a
water tight platform and care shall be taken to ensure that mixing is continued until the mass is uniform in
colour and consistency. However in such cases 10% more cement than otherwise required shall have to be
used without any cost. The mechanical mixing shall be done for a period of 1/2 to 2 minutes. The quantity of
water shall be thus sufficient of produce a dense concrete required workability for the purpose. Flooring of
specified thickness shall be laid in accordance with approved pattern or as directed. Finishing operation shall
start shortly after the cessation of beating and shall be spread over a period of one to six hours depending
upon the temperature and atmospheric conditions. The surface shall be left for some time till moisture
disappears from it. Fresh quantity of cement shall be mixed with water to form a thick slurry and spread over
the surface while the concrete is still green. Use of dry cement or cement and sand mixture sprinkled on this
surface to stiffen the concrete or absorb excessive moisture shall not be permitted. The cement slurry shall
than be properly paste twice by means of iron flats, once, when the slurry is applied and the second time when
cement starts setting and finished smooth. The surface shall be marked with string or B.R.C. fabric jali to make
the surface non slippery as and when directed. The junction of floors with wall plaster dado or skirting shall be
rounded where so required upto 25 mm. radius. Flooring in lavatories and bath rooms shall be laid after fixing
of water closet and squatting pans and floor traps, which shall be plugged while laying the floors and opened
after the floors, are completed. Any damage, done to water supply sanitary fittings during the execution of work
shall be mage good.
After the final set, the concrete shall be kept continuously wet, if required ponding for a period of not less than
days from the date of placement.
The form work shall be provided if necessary as directed by the engineer in charge. Concreting shall be done
as per alternate bay method with necessary centering wither by mastic or cement mortar as directed.
Mode of measurement & payment :
The rate shall include the cost of all material and labour involved in all the operations described above. No
deduction shall be made or extra paid for any opening upto 0.1 sq. meter in area in the floor, nothing extra shall
be paid for laying the floor at different levels in the same room or the court yard.
The rate shall be for unit of one sq. meter.
Providing and fixing pre-cast concrete kerb stone of gray cement based concrete
block 30 cm length, 30 cm height and 15 cm thick of M250 grade concret as per approved
design and including excavation for fixing in proper line and level, filling the joint with C:M 1:3
(1 cement :3 fine sand) etc complete. (upto 10 ton)
Trenches of specified width and depth shall first be made along the edges of the wearing course of the road or
along the line of pave block flooring to receive the restraint blocks. The bed of the trenches shall be compacted
manually with steel rammers to a firm and even surface and then stones shall be set in P.C.C.
The edge restraint blocks shall be laid with their length running parallet to the paving edge, true in
line and gradient. The joints of blocks shall be not more than 10 mm and filled with the CM 1:3 ( 1 cement :
fine sand ) which shall be cured for 7 days.
Finishing The edges shall be restored and all surplus earth including rubbish etc. disposed off as directed by
the Engineer-in Charge.
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Measurements Length of the finished work shall be measured in running metre along the edge of the paving
correct to a cm.
Rate The rate shall include the cost of the materials and labour including stone of specified material involved
in all the operation described above. The rate shall be for a unit of one meter basis.
Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 60mm thick with
grade of concrete M300 pneumatic compressed / vibrated mechanically and as per approved
design Confirming to IS 15658 : 2006 including 35 mm Sand layer for levelling and filling the joint
with sand in proper line and level as per guidlines of IRC : SP 63-2018 etc.
Scope of work :
Excavation and compaction up to 30 cm in height . for footpath paving in all sorts of soil murrum including
sorting outs and stacking of useful materials stuff up to 50 mt. lead from excavated place
and same well be carting. Up to 5 km.
The scope of work includes manufacturing, supplying and laying of precast paver blocks at various Retail
outlets. The work includes :
1.1 Verification of the existing site condition and advising our project in charge to lay suitable base
course if required. Contractors are required to satisfy themselves with quality of sub grade, sub-base course
before the paver blocks are laid and suggest strengthening if required.
1.2 Clearing the site by removing all obstacles such as stones, debris etc. for laying of paver blocks.
1.3 Manufacturing of paver blocks in your plant as per requirements in technical specification enclosed.
1.4 Supplying of paver blocks at site, including handling at both ends.
1.5 Laying of paver blocks at site as per requirement in technical specification, within shortest possible
time. The site being existing operating Retail Outlets, care should be taken to ensure that the operation is not
closed. The job of laying may required to be carried out during night also.
1.6 Testing of paver blocks through reputed Govt./Non Govt. Test house and submission of test results
as per requirements in Technical Specifications. HPCL reserves the right to carryout test at random. Cost for
such tests to be borne by party.
1.7 The contractor shall guarantee that all material and components designed, fabricated, supplied and
laid by him shall be free from any type of defect due to faulty material and/or workmanship/erection for a
period of One year from the date of completion of work at individual sites. However, the contractor fro two
years shall render free maintenance.
TECHNICAL SPECIFICATIONS :
I) Paver Block Manufacturing Facilities :
The Paver Block shall be made in factory with following minimum facilities :
1.1 Concrete Block making Machines :
The machine should be capable of producing high quality Paver Blocks by obtaining high level of
compaction by application of hydraulic compaction and also by high intensity vibration to the moulds. The
machine should have automatic control panel for uniformity in strength.
1.2 Concrete Batching & Mixing Plant : (Not essential)
The concrete Mix Design should be followed for each batch of materials. The concrete ingredient
should be mixed in concrete Batching & Mixing plant with minimum capacity of 30 cum/hour. The plant
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should equipped with automatic control panel for maintaining water cement ratio from batch to batch to obtain
concrete of uniform quality and strength. The plant should be equipped with adequate mechanism for
mechanized loading of raw materials into mixer and conveyor belt for transportation of concrete from mixer to
concrete block making machine to maintain quality of wet cement.
The factory should have well designed curing area to ensure adequate curing of paver blocks.
For the Rubber mould paver block specification has to followed as per specification of Gray and
coloured paver block specification. But at the production level the mould for producting rubber moulded paver
block the mould is of rubber materials and the prodection of rubber moulded paver block is even shaded,
finishing and even colour shaded and using Rubber mould should be producing on vibratory mechine by
obtaing high level of compaction by application of vibration to the moulds. The machine should have automatic
control pannel for uniformity in strength. Or as per direction of engineering incharge.
1.5 Laboratory (Desirable but not essential) :
The factory should have the following:
(i) Compression testing machine of adequate capacity.
(ii) Other tools and equipment for testing raw materials and paver blocks.
(iii) (1).Systematic record of test results of various paver blocks manufactured in the factory.
(2).Concrete Mix Design for various grade of concrete used for making of paver blocks.
II) SPECIFICATIONS FOR COLOURED PAVER BLOCKS :
Coloured concrete paver blocks shall be manufactured as per attached specifications using approved colour
Pigment of “BAYER” Make “BAYFERROX IRONOXIDE PIGMENTS” with minimum colour pigment of 3% by
weight of cement. The colour shade shall be “RED” as selected by HPCL before commencement of the work.
White cement shall be used for colored pavers to obtain the desired colour shade. The job also includes
providing 50 mm thick sand bedding to match the shade of the paver block.
The colour of the paver block shall be guaranteed against fading of colour for period of 12 months from the
date of laying of the same at site.
All other technical specifications & Procedure for testing, laying & sampling of coloured pavers will be as per
III) PAVERS BLOCK CHARACTERISTICS :
The concrete pavers should have perpendicularities after release from the mould and the same should
be retained until the laying.
The surface should be reasonably smoothe and of anti skid and anti glare type.
The paver should have uniform chamfers to facilitate easy drainage surface run off.
The pavers should have uniform interlocking space of 2mm to 3mm to ensure compacted sand filling after
vibration on the paver Surface.
The concrete mix design should be followed for each batch of materials separately and automatic batching
plant is to be used to achieve uniformity in strength and quality.
The pavers shall be manufactured in single layer only.
Skilled labour should be employed for laying blocks to ensure line and level of laying, desired shape of the
surface and adequate compaction of the sand in the joints.
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The pavers shall be of cement gray colour without any pigment & for coloured pavers refer “specifications for
coloured pavers.”
The pavers are to be skirted all round with kerbing using solid concrete blocks of size 150mm X 250mm X
380mm. The kerbing should be embedded for 100mm depth. The concrete used for kerbing shall be cured
properly for 7 days minimum.
IV) Paver Block Dimensions :
Thickness 60mm or 80mm
Shape Uniregular (Uniform Shape with no Hollow Or
Chamfer 4mm to 6mm along top edges
Colour a. Natural cement grey colour without
use of any pigment.
b. For coloured pavers refer
“specifications for coloured pavers”
Dimensional Tolerance (+/-) 2mm for length & width,
(+/-) 3mm for Height (Thickness)
V) Testing of Paver Blocks :
SR. Average Values
NO. (Average of Minimum
Five Samples/Site)
1. Compressive Strength Min. 45 N/Sqmm for 80mm thick
OR Min. 30 N/Sqmm for 60mm
2. Flexural Strength Minimum 4.5 N/Sqmm
3. Abrasion Resistance Maximum
4. Water Absorption Maximum 5.80%
5. Minimum Cement Contact 380 Kg/Cum (Not Essential)
* Sampling and Testing procedure as per enclosed specifications
SAMPLING AND TESTING PROCEDURES FOR PAVER BLOCKS.
INTERNAL – Average of minimum 3 samples per 5000 Blocks.
Essential – Minimum 2 Blocks per 10000 bocks. Average of minimum 8 blocks per site.
1. Sampling For Testing
Sampling for testing of paver blocks shall be done in accordance with Appendix-A.
2. Compressive Strength
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Testing for compressive strength shall be undertaken in accordance with Appendix-B.
The average compressive strength of the bocks tested shall be 40 N/Sqmm.
3. Abrasion Resistance
Testing for abrasion shall be in accordance with IS 1237 (Specifications for Cement Concrete Floor Tiles) –
4. Flexural Strength
Testing for flexural shall be n accordance with IS 1237 (Specifications for Cement Concrete Floor Tiles) –
5. Water Absorption
Testing for water absorption shall be in accordance with IS 2185:1979 : Part I (Specifications for Concrete
Masonry Units) – Appendix E.
Sampling of Paver blocks.
1. Method of sampling :
Before laying paver blocks, each designated section comprising not more than 50000 blocks, shall be divided
into ten approximately equal groups. Three blocks shall be drawn from each group.
2. Marking and identification :
All samples shall be clearly marked at the time of sampling in such a way that the designated section of part
thereof, and the consignment represented by the sample, are clearly defined.
The sample shall be dispatched to the approved test laboratory taking precaution to avoid damage
to the paving in transit. Protect the paving from damage and contamination until they have been tested. The
testing shall be carried as soon as possible, after the sample has been taken. As soon as practicable after
sampling. The samples shall be stored in water at 20 degree C 5 degree C for 24 hours prior to testing.
The rate shall be for a unit of one square meter.
Providing and laying broken china mosaic flooring for terrace using 12 mm to 20 mm broken pieces of
glazed tiles to be laid over cement mortar 1:3 to plain or slope and to be tempered to bring mortar
creme out upto surface using white cement including rounding off junctions and extending them up
to15 cm along the wall, clearing with water and oxalic acid etc.asdirected.
Providing and laying China Mosaic finishing over flat or curved surface, including laying to approved patterns,
with precies leveling and setting curvatures with necessary tools and templates, using white/coloured broken
ceramic tile chips, set in pigmented cement mortar 1:4, as directed, finishing in line, level and to required slope,
flushing with appropriate pigimented cement grout, curing and finishing with mild acid wash etc. complete.
(1) China Chips in required colours specially broken from full tiles in required size
(2) Cement (3) Sand (4) White Cement (5) Steiner
Before laying a final layer of China Chips prepare the surface to the required slope and level with a
backing coat in C.M (1:3). While laying a backing coat, spread a layer of thick cement slurry and scrub the
same vigorously to seal all pores in concrete below.
For the required designs prepare templates for different patterns from steel flats or plywood and mark out total
design on the designated area. Estimate the quantity of Chips of different colous and ensure its uninterrupted
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supply before starting the work. Lay the chips flat on the bedding coat and fix tightly be light hammering.
Remove grey cement from the joints by scrapping before final set of cement.
Finish the joints neatly with white cement and harmonious colour Steiner. All design and pattern shall be
finished with first class workmanship. The surface should finally cleaned, given a mild acid wash for gain the
luster of China Chips.
Cost of China Chips, White cement, OPC, Sand, Steiner and all labour for leveling, laying by specialist artisan,
preparing templates, testing etc are included.
MODE OF MEASUREMENT :
Dimensions of total finished area as laid are recorded and area is computed in sq.m., rounded to two places of
Providing and laying coloured glazed tiles of the size 300 mmx200 mmx8 mm/300 mmx450 mmx8 mm in
skirting, risers of steps and dedo on 10 mm. thick cement plaster 1:3 (1cement: 3 coarse sand) &
jointed with white cement slurry.
Workmanship : The work shall be carried out for skirting as dedo. Before fixing glazed tiles of shade and size
as specified, the surface shall be prepared by heavy scarping, making joints etc. to the required line, level and plumb.
The surface shall be thoroughly wetted before commencing the laying work. Thereafter about 10 mm. thick backing of
cement mortar in specified proportion shall be applied on the surface in true like and level generally as per
specifications of plaster item.
Fixing : The black of each tile to be fixed shall be smeared with cement paste of matching colour and the glazed tiles
shall then be gently tapped against the surface, with a wooden mallet. The skirting shall be done only after the flooring
is competed. Any pipes coming out of the wall through the dedo or skirting shall only beat at the intersections of the
horizontal and vertical joints. The tiles shall not have staggered joints. The joints shall be true to entire line both ways
and vertical joints shall be in line with joints of flooring. Tiles shall be fixed as close as possible to the adjoining tiles
and any difference in the thickness of the glazed tiles shall be evened out in the cement paste so that all the tiles faces
are set in conformly with one another. The skirting shall project uniformly and not more than 6 mm. thickness beyond
the finished surface above. Top of skirting of dedo shall be truly horizontal. The rises of steps, skirting or dedo shall
rest on top of treads of flooring wherever required. The tiles shall be cut (sawn) and thin edges smoothened before
Curing : Curing shall be done for 7 days continuously.
Finishing : Skirting and dedo shall be hand polished to have an even smooth
and shining surface. In case of skirting only 10 mm. x 10 mm. grove shall be provided at the junction of cement plaster
and cement tilesThe white glazed tiles shall be laid on cement mortar bedding of 12 mm thick in C.M. 1 :3 . The mortar
shall have sufficient plasticity for laying and there shall be no hard lumps that would interfere with the evenness of
bedding the base shall be cleared with well wetted. The mortar shall then be spread in thickness not less than 10 mm
at any place and average 12 mm thickness. The proportion of the cement mortar shall be as specified in the item.
The tiles before laying shall be soaked in water for atleast two hours Neat
Gracie cement grout at 3.3 Kg/Cement /Sq. mt. Of honey like consistency shall be separated over the mortar bedding
as directed. The edges of the tiles be smeared with neat cement slurry. The tiles shall be well pressed and gently
tapped with a wooden mallet till they are properly bedded and in level with the adjoining tiles. There shall be no hollows
in bed or joints. The joints between the tiles shall be as thin as possible in straight line or as per pattern.
The tiles shall not have staggered joints. The joints shall be true to centre line
both ways. The Nehni trap coming in the flooring shall be so positioned that its grating shall replace only one tile as far
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as possible. Where full size tiles cannot be fixed, they shall be cut (swan0 to be required size and the edges rubbed
smooth to ensure straight and true joints. The joints shall be filled with grey cement grout with wire brush of trowel to a
depth of 5 mm. and loose material removed. White cement shall be used for pointing the joints., After fixing the tile
finally in an even the flooring shall be kept wet and allowed to nature undisturbed for 7 days.
The surplus cement grout that may have come out of the joints shall be
cleared off before it sets. Once the floor has set, it shall be carefully washed, cleared by dilute acid and dried. Proper
precaution and measures shall be taken to ensure that the tiles are not damaged inany way till the completion of the
Mode of measurement & payment
The work done shall be measured in sq. mt. For visible area of work done,
The length and width of the flooring shall be measured not between the faces of skirting or dedos or plastered face of
wall as the case may be. The paving under dedo or skirting shall not be measured. No deduction shall be made not
extra paid for any opening in the floor of area upto 0.1 sq. mt. Nothing extra shall be paid for laying the floors at
different levels in the same rooms.
The rate shall be for a unit of one sq. metre.
Providing corrugated G.I. sheet of class-3 roofing fixed with glavanished iron J or L Hooks, Bolts and
nuts 8 mm diameter with bitumen and G.I. limpet washer or G.I. limpet washer. filled with white lead
complete excluding the cost of purlins, Rafters and Trusses. (1) 0.80 mm thick sheet.(up to10 ton)
Mode of payment shall be in Sqm and the work shall be done as specified in Above Item.
Providing ridges or hips 600 mm over allin plain G.I. sheet class-3 fixed with G.I. J or L
Hooks and nuts 8 mm dia G.I. Limpet and bitumen washer complete. (1)
Mode of payment shall be in Sqm and the work shall be done as specified in Above Item.
Providing and fixing 150 mm wide 450 mm over all semi circular plain G.I.sheet class-3 gutter
with Iron brackets 40 mmx3 mm size Bolts, Nuts, washers etc. including making necessary
connection with rain water pipes. (i) 0.80 mm thick
Mode of payment shall be in Sqm and the work shall be done as specified in Above Item.
Providing and fixing five courses water profing treatment with bitumen felt consisting
of second and fourth course of blown/ bitumen or/and residual bitumen applied hot at
1.2 kg.per Sq.M.of area for each course and first course with fibre base bitunen
saturated under lay type land third course with fibre base self finished felt type 2 grade 1 and
fifth and final course of stone grit 6 mm and down size or pea sizes gravel spread
at 0.008 Cu.Metre/Sq.metre preparation of surface excluding grading complete. (upto
10 ton) including
Mode of payment shall be in Sqm and the work shall be done as specified in Above Item.
FORM OF GUARANTEE BOND
"I/We……………………………(Contractor)hereby guarantee that work will remain
unaffected and will not be in any way damaged by termite or any other germs of similar type for period of
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years after completion of the work of anti0termite as per the terms and condition of the contractor and
contractor hereby indemnifies and agrees to save harmless the Government of Gujarat from any loss and or
damage that might be caused account of termite and or other similar type of germs and hereby Guarantee to
make good any loss or damages suffered by the Government of Gujarat and further guarantee to redo the
effective work without claiming any extra cost"
This guarantee shall remain force for the period of 05 year from the completion of the work
under the contract and it shall remain binding to the contractor for period of 05years.
The deposit at the rate of 50% of the cost of this item from the running and final bills shall be
recovered and retained for the fist one year after the completion of the completion of the guarantee period.
Mode of Measurement :
The length and breadth shall be measured correct to cm as per the dimensions of sanctioned
plans NO deduction shall be made not extra paid for and opening for pipe etc. upto 0.1 sq mt The rate shall
include the cost of all labour materials required for the operation involved for satisfactory completion of this
item The saids of the trenches 30cms each side and bottom shall be measured under this item.
The rate shall be for a unit of one sq. meter.
Providing and fixing on wall face C.I. Rain water pipe including filling the joints with spun yarn soaked
in neat cement slurry and cement mortar 1:2(1- Cement : 2-fine sand) (A) 75 mm dia.
Mode of payment shall be in Rmt
Providing 15 mm thick cement plaster in single coat on Rough (Similar) side of single or half brick
walls for interior plastering up to floor two level and finished even and smooth in (i) Cement mortar 1:3
(1-cement :3-sand)
Mode of payment shall be in Sqm
Providing 20mm thick sand faced cement plaster on walls upto height 10 metres above ground level
consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick finishing coat of
C.M. 1:1 (1-cement : 1-sand) etc. complete.
The specification is as per above Item except thickness of the plaster is 20 mm sand faced and 12 mm th. Backing coat in
C.M. (1:3) and 8 mm thick finishing coat no machine paster will be allowed for spray od sand for plastering etc comp as
directed by Engg i charge.
Mode of measurements & payment : The rate shall be for a unit of one Square Meter.
Water M-1. The Cement mortar of proportion 1:3 shall conform to M-13.
Scaffolding : Wooden ballies, bamboos, planks, treatles and other scaffolding shall be sound. These shall be properly
examined before erection and use Stage scaffolding shall be provided for ceiling plaster, which shall be independent
Signature of Bidder Page 70 of
Ahmedabad Municipal Corporation
Preparation of back-ground :
The surface shall be cleaned of all dust, loose mortar droppings, traces of algae, afflorescence and other foreign
matter by water or by brushing. Smooth surface shall be roughened by wire brushing if it is not hard and by racking if
it is hard. In case of concrete surface, if a chemical retarder has been applied to the form work, the surface shall be
roughened by wire brushing and all the resulting dust and loose particles cleaned off and care shall be taken that
none of the retarder is left on the surface. Trimming of projections on brick/concrete surface where necessary shall
be carried out to get an even surface.
Raking of joints in case of masonry where necessary shall be allowed to dry out for sufficient period before carrying
out the plaster work.
The work shall not be soaked but only damped evenly before applying the plaster. If the surface becomes dry such
area shall be moistened again.
For external plaster, the plastering operation shall be started from top floor and carried downwards. For internal
plaster, the plastering operations may be started wherever the building frame and cladding work are ready and the
temporary supporting ceiling resting on the wall of the floor have been removed, Ceiling plaster shall be completed
before starting plaster to walls.
Applications of Plaster :
The plaster about 15 x 15 cms. Shall be first applied horizontally and vertically at not more than 2 metre intervals
over the entire surface to serve as gauge. The surfaces of these gauges shall be truly inplane of the finished
plastered surface. The mortar shall then be applied in uniform surface slightly more than the specified thickness, then
brought to a true surface by working a wooden straight edge reaching across the gauges with small upward and
sideways movement at a time. Finally, the surface shall be finished off true with a trowel or wooden float according
as a smooth or a sandy granular texture is required. Excessive trowelling or overworking the float shall be avoided.
All corners, arrises, angles and junctions be truly vertical or horizontal as the case may be and shall be carefully
finished. Rounding or chamfering corners, arrises junctions etc. shall be carried out with proper templates to the size
Cement plaster shall be used within half an hour after addition of water. Any mortar or plaster which is partially set
shall be rejected and removed forthwith from the site :
In suspending the work at the end of the day, the plaster shall be left out clean to the line both horizontally and
vertically. When recommending the plaster, the edges of the old work shall be scraped clean and wetted with cement
putty before plaster is applied to the adjacent area to enable the two to properly joint together. Plastering work shall
be closed at the end of the day on the body of the wall and nearer than 15 cm. To any corners or arrises. Horizontal
joints in plasterwork shall not also occur on parapet tops and copings as these invariably lead to leakage. No portion
of the surface shall be left out initially to be packed up later on.
Each coat shall be kept dam continuously till the next coat is applied or for a minimum period of 7 days. Moistening
shall commence as soon as plaster is hardened sufficiently. Soaking of walls shall be avoided and only as much
water as can be readily absorbed shall be used excessive evaporation on the sunny or windward side of building in
hot air or dry weather shall be prevented by handling mattings or gunny bags on the outside of the plaster and
keeping them wet.
Mode of measurement & payment :
The rate shall include the cost of all materials, labour and scaffolding etc, involved in the operations described under
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
Soffits of stairs shall be measured as plastering on ceilings, Flowing soffits shall be measured separately.
Signature of Bidder Page 71 of
Ahmedabad Municipal Corporation
For jambs, soffits, sills etc. for openings not exceeding 0.5 sq. mt. each in area for ends of joints, beams, posts,
girders, steps etc. not exceeding 0.5 sq. mt. each in area and for openings exceeding 0.5 sq.mt. and not exceeding
3.0 sq. mt. in each area deductions and additions shall be made in the following manner :
No deductions shall be made for ends joints, beams posts etc. and openings not exceeding 0.5 sq. mt. each and no
addition shall be made for reveals, jambs, soffits, sills etc. of these opening for finish to plaster around ends of joints,
beams, posts etc.
Deduction for openings exceeding 0.5 sq. mt. but not exceeding 3 sq. mt. each shall be made as follows
and no addition shall be made for reveals, jambs, soffits etc. sills etc. of these openings.
When both faces of all wall are plastered with same plaster, deduction shall be made for one face only
When two faces of wall are plastered with different types of plasters or if one faces is plastered and the
other pointed, deductions shall be made from the plaster or pointing on the side of frame for door, window
etc. on which width or reveals is less than that on the other side but no deductions shall be made on the
other side. Where width of reveals on both faces of all are equal, deductions of 50% of area of opening on
each face shall be made from area of plaster and/or pointing as the case may be.
For openings having door frames equal to projecting beyond the thickness of wall, full deduction for opening shall be
made from each plastered face of the wall.
In case of openings of area above 3 sq. mt. each, deduction shall be made for opening but jambs, soffits and sills
shall be measured.
The rate shall be for a unit of one sq. metre.
White washing with lime on undecorated wall surfaces (TWO coats) to give an even shade including
thoroughly brooming the surface to remove all dirt, dust mortar drops and other foreign matter.
The calearcole shall be made from glue and boiling water by mixing 1 kg. Mixture shall be suitably tinted where
required for use under coloured distemper if required. Glue shall conform to I.S. 852-1969 (Specifications for
Lime used shall be freshly burnt class ‘C’ Lime (fat lime) and white in colour conforming to I.S. 712-1973. Water
shall conform to M-1 Best quality of gum shall be sued in the preparation of white wash. Ultramarine blue or
Indigo: This shall conform to I.S. 55-1970 for points and shall be used for preparation of white wash. Pigments:
mineral colours, not affected by lime shall be sued in preparing colour wash.
Preparation of white wash solution :
Surface already white or colour. The fat lime shall be slaked at site and shall be mixed and stirred with about
five litres of water for 1 kg. of unslaked lime to make a thin cream. This shall be allowed to stand for a period of
24 hours and then shall be screened through a clean coarse cloth, 4 kg. of gum dissolved in hot water shall be
added to each cubic metre of lime cream. Small quantity of ultramarine blut (Upto 3 gms. Per kg. of lime) shall
also be added to the last two coats of white wash solution and the whole solution shall be stirred thoroughly
Preparation of surface :
The surface shall be thoroughly cleaned of all dust, dirt, mortar cropping and other foreign matters before white
wash is to be applied.
The surface spoiled by smoke soot shall be scraped with steel wire brushes or steel scrappers or shall be
rubbed with over burnt surkhi or brick bats. The surface shall be then broomed to remove all dust, dirt and shall
be washed with clean water.
Oil or grease spots shall be removed by suitable chemical and smooth surface shall be rubbed wire brushes.
All unsound portion of the surface plaster shall be removed to full depth of plaster in rectangular patches and
plastered again after raking the masonry joints properly. Such portion shall be wetted and allowed to dry. They
shall then be given one coat of white wash.
All unnecessary nails shall be removed, the holes cracks patches etc. shall be made good with materials
similar in composition to the surface to be prepared.
Scaffolding : Wherever scaffolding is necessary it shall be erected in such a way that as far as possible on
part of scaffolding shall rest against the surface to be white or coloured washed. A properly secured strong and
well tied suspended platform (Zoola) may be used for white washing. Where ladders are sued, pieces of old
gunny bags shall be tied at top and bottom to prevent scratches to the floors and walls. For white washing of
ceilings proper stage scaffolding shall be erected where necessary.
Application of white wash :
Signature of Bidder Page 72 of
Ahmedabad Municipal Corporation
On the surface so prepared the white wash shall be applied with ‘Moon’ brush. The first stroke of the brush
shall be from top downwards, another from bottom upwards over the first stroke and similarly one stroke from
the right another from the left, over the first stroke brush before the it dries. This will from one coat. Each coat
shall be allowed to dry before next coat is applied. Number coats as specified in item shall be applied. It shall
present smooth and uniform finish free from brush marks and it should not come off easily when rubbed finger.
Splashing and dropping if any on the doors and windows, ventilators etc. shall be removed and the surface
Priming and Alkali resistant treatments, scrapping of surface washing etc. surface spoiled by smoke soot
removed of oil and grease spots treatment for infection with effloresces moulds moss, funji and kitchen and
patch repairs to plaster wherever done shall not be paid extra.
Mode of measurements & payment :
All the work shall be measured in the decimal system as under :
Dimensions shall be measured to the nearest 0.01 M.
Area in individual items shall be worked out to the nearest 0.01 Sq. M.
All the work shall be measured in sq. mt. Deductions for jambs, soffits, stills etc. for opening not exceeding
sq. mt. each in area for ends of joints, posts, beams, girders, steps etc. not exceeding 0.5 sq. mt. each in area
and for opening exceeding 0.3 sq. mt. and not exceeding 3.0 sq. mt. each in area deductions and additions
shall be made as under :
No deductions shall be made for ends of joints beams, posts etc. and openings not exceeding 0.5 sq. mt. each.
No addition shall be made for reveals, jambs, soffits, sills etc. of these openings nor for finish around ends of
joints, beams, posts etc.
Deductions for openings exceeding 0.5 sq. mt. but not exceeding 3 sq. mt. each shall be made as follows and
no addition shall be made for reveals, jambs, soffits etc. of these openings :
When both the faces or walls are provided with finish, deduction shall be made for one face only.
When each face of wall is provided with different finish deduction shall be made for that side of frame for door,
windows etc. on which width of reveals is less than that of the other side, where width of reveals on both faces
of wall are equal, deduction of 50% of area of opening on each face shall be made from total area of finish.
When only one face of wall is treated and the other face is not treated, full deduction shall be made if the width
of reveal on the treated side is less than that on the untreated side, but if the width of the reveal is equal or
more than on the untreated side neither deductions nor additions be made for reveals, jambs, soffits, sills etc.
In case of area of opening exceeding 3 sq. mt. each, deduction shall be made for openings but jambs, soffits,
shall be measured.
No deduction shall be made for attachment such as casing, conducts, pipe, electric wiring and the like.
corrugated surfaces shall be measured flat as fixed and not girth. The quantities so measured shall be
increased by the following percentage and the resultant shall be included with the general areas.
Corrugated steel sheets 4%
Corrugated A. C. Sheets 20%
Semi corrugated A. C. Sheets 10%
Nainital pattern roof (Plain sheeting with rolls) 10%
Nainital pattern roof (with corrugated sheets) 25%
Cornices and other wall features, when they are not picked out in a different finish/colour shall be girthed and
included in the general area.
Signature of Bidder Page 73 of
Ahmedabad Municipal Corporation
The rate shall include the cost of all materials, labour, scaffolding, protective measures etc. involved in all the
operations described above.
The rate shall be for a unit of one sq. metre.
Removing dry or oil bound distemper by a washing and scraping and sand papering the wall surface
smooth including necessary repairs to scratches complete.
The rate shall be for a unit of one sq. metre.
Distempering with dry distemper of approved brand and manufacture (two coats) and of required shade
on wall surfaces of given an even shade, over and including a priming coat of whiting after thoroughly
brooming the surface free from mortar dropping and other foreign matter.
The rate shall be for a unit of one sq. metre.
Item no.83,84,85,86
Distempering with dry distemper of approved brand and manufacture (One coats) and of required shade on
wall surfaces of given an even shade, after thoroughly brushing the surface clean of all grease, dirt, loose
pieces of scales including preparing the surface even and sand papered smooth.
Distempering with dry distemper of approved brand and manufacture (One coats) and of required
shade on wall surfaces of given an even shade, after thoroughly brushing the surface clean of all grease, dirt,
loose pieces of scales including preparing the surface even and sand papered smooth.
The rate shall be for a unit of one sq. metre.
Distempering with dry distemper of approved brand and manufacture (One coats) and of required shade on
wall surfaces of given an even shade, after thoroughly brushing the surface clean of all grease, dirt, loose
pieces of scales including preparing the surface even and sand papered smooth.
Distempering with dry distemper of approved brand and manufacture (One coats) and of required
shade on wall surfaces of given an even shade, after thoroughly brushing the surface clean of all grease, dirt,
loose pieces of scales including preparing the surface even and sand papered smooth.
The rate shall be for a unit of one sq. metre.
Item no.92,93,94
Finishing wall with water proofing cement paint of on wall surfaces (Two coats) to give an approved brand and
manufacture and of required shape even shade after thoroughly brushing the surface to remove all dirt and
remains of loose powered materials.
Finishing wall with water proofing cement paint of on wall surfaces (Two coats) to give an approved
brand and manufacture and of required shape even shade after thoroughly brushing the surface to remove all
dirt and remains of loose powered materials.
The rate shall be for a unit of one sq. metre.
Item no.96,97,98,99
Signature of Bidder Page 74 of
Ahmedabad Municipal Corporation
Finishing wall with water proofing cement paint of on wall surfaces (Two coats) to give an approved brand and
manufacture and of required shape even shade after thoroughly brushing the surface to remove all dirt and
remains of loose powered materials.
Finishing wall with water proofing cement paint of on wall surfaces (Two coats) to give an approved
brand and manufacture and of required shape even shade after thoroughly brushing the surface to remove all
dirt and remains of loose powered materials.
The rate shall be for a unit of one sq. metre.
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
The rate shall be for a unit of one sq. metre.
Painting two coats (excluding priming coat) on new steel and other metal surface with enamel paint,
brushing, interior to give an even shade including cleaning the surface an even shade including
cleanicn the surface of all dirt, dust and other foreign matter.
The rate shall be for a unit of one sq. metre.
Painting one coats (excluding priming coat) on previously painted steel and other metal surface
with enamel paint, brushing to give an even shade including cleaning the surface of all dirt, dust
and other foreign matter.
The rate shall be for a unit of one sq. metre.
Painting two coats (excluding priming coat) on new steel and other metal surface with synthetic enamel
paint, brushing to give an even shade including cleaning the surfaceofalldirt,dustandother foreign
The rate shall be for a unit of one sq. metre.
Painting one coats (excluding priming coat) on previously printed steel and other metal surface with
synthetic enamel paint, brushing to give an even shade including cleaning the surface of all dirt, dust
and other foreign matter.
The rate shall be for a unit of one sq. metre.
Painting two coats (excluding priming coat) on external surface of new rain water, soil, waste
and vent pipes and fittings with ready mixed bituminous brushing, black, anti corrosive to give
an even shade including cleaning of all dirt, dustand other foreign matter.(75 mm dia)
The rate shall be for a unit of one sq. metre
Signature of Bidder Page 75 of
Ahmedabad Municipal Corporation
Painting two coats (excluding priming coat) on external surface of new rain water, soil, waste
and vent pipes and fittings with ready mixed bituminous brushing, black, anti corrosive to give
an even shade including cleaning of all dirt, dust and other foreign matter.(100 mm dia)
The rate shall be for a unit of one sq. metre
Painting two coats (excluding priming coat) on new wood and wood based surface with
enamel paint, interior to give an even shade including cleaning the surface of all dirt,
dust and other foreign matter sand papering and stopping. (a) Ready mixed paintbrushing wood
The rate shall be for a unit of one sq. metre
Painting one coats (excluding priming coat) on previously painted wood and wood based
surface with enamel paint, to give an even shade including cleaning the of all dirt, dust and other
foreign matter.(b) Ready mixed paintbrushing priming for enamel
The rate shall be for a unit of one sq. metre
Painting two coats (excluding priming coat) on new wood and wood based surface with ready mixed
paint, brushing, oil, gloss, semi gloss to give and even shade including cleaning of all dust, dirt and
other foreign matters and papering and stopping.
The rate shall be for a unit of one sq. metre
Finishing wall with weather proof exterior emulsion paint on wall surface (two coats) to give an
required shape even shade after thoroughly brushing the surface to remove all dirt, and remains of
loose powdered materials.etc complete
The rate shall be for a unit of one sq. metre
Applying two coats of Birla (white cement based) or Asian (acryliclapy-putty) or equivalent & two coats
of primer of approved brand and manufacture on new wall surface to give an even shade including
thoroughly brushing the surface free from mortar dropping and other foreign matter and sand papered
The rate shall be for a unit of one sq. metre
Painting two coats (excluding priming coat) on new wood and wood based surface with
enamel paint, interior to give an even shade including cleaning the surface of all dirt,
dust and other foreign matter sand papering and stopping.
The rate shall be for a unit of one sq. metre
Signature of Bidder Page 76 of
Ahmedabad Municipal Corporation
Writing letter or figures on any surface with black japan paint (stops, comas, hyphens and the like not
to be measured and paid for separately) (i) Block (Letters/Figures) (Per 10 Letter pet CM.HT)
Extra over items for using thick white paint instead of black japan paint. (i)Block (Letters/Figures)
The rate shall be for a unit of per letterper Cm/Ht
Item no.100,101
Writing letter or figures on any surface with black japan paint (stops, comas, hyphens and the like not
to be measured and paid for separately) (ii) Indian (Letters/Figures)
Extra over items for using thick white paint instead of black japan paint. (ii) Indian (Letters/Figures)
The rate shall be for a unit of per letter per Cm/Ht. The work should be done as specified in above item.
Painting lines, deashes, arrows, letters etc on roads, Air fields and like in two coats with road marking
paint, brushing including cleaning the surface of all dirt, dust and other foreign matter. (i)Over 10cm in
The rate shall be for a unit of one sq. metre. The work should be done as specified in above item.
Painting lines, deashes, arrows, letters etc on roads, Air fields and like in two coats with road marking
paint, brushing including cleaning the surface of all dirt, dust and other foreign matter.(ii) Upto 10 cm in
The rate shall be for a unit of one RMT. The work should be done as specified in above item.
Painting lines, deashes, arrows, letters etc on roads, Air fields and like in one coats with road marking
paint, brushing including cleaning the surface of all dirt, dust and other foreign matter. (i)Over 10cm in
The rate shall be for a unit of one sq. metre. The work should be done as specified in above item.
Painting lines, deashes, arrows, letters etc on roads, Air fields and like in one coats with road marking
paint, brushing including cleaning the surface of all dirt, dust and other foreign matter. (ii) Upto 10 cm
The rate shall be for a unit of one sq. metre. The work should be done as specified in above item.
Signature of Bidder Page 77 of
Ahmedabad Municipal Corporation
Demolition including stacking of serviceable materilas and disposal of unserviceable materials with all
lead and lift. (i) R.C.C. work
The rate shall be for a unit of one Cum. The work should be done as specified in above item.
Demolition of Brick work and stone masonry including stacking of serviceable materil as and disposal
of unserviceable materials with all lead and lift.(ii) In Cement Mortar.
Demolition of Brick work and stone masonry including stacking of serviceable materil as and disposal
of unserviceable materials with all lead and lift.(ii) In Cement Mortar.
The rate shall be for a unit of one Cum
Dismentaling tiled of stone floors laid in mortar including stacking of serviceable materil as and
disposal of unserviceable materials with all lead and lift.
Dismentaling tiled of stone floors laid in mortar including stacking of serviceable materil as and disposal
of unserviceable materials with all lead and lift.
The rate shall be for a unit of one Sqm. The work should be done as specified in above item.
Dismentaling of sheet roofing including ridges, Hips, Valleys, Gutters etc. stacking of serviceable
materil as 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
materil as and disposal of unserviceable materials with all lead and lift.(i) G.I.sheet roofing.
The rate shall be for a unit of one Sqm
Dismentling steel work including distempering and stacking the materials with all lead and lift.
Dismentling steel work including distempering and stacking the materials with all lead and lift.
The rate shall be for a unit of one Kg. The work should be done as specified in above item.
Dismentling doors, windows, ventilators etc. (wood or steel) shutters including chowkhats architraves,
hold fasts and other attachment etc. complete and stacking the material within all lead and lift.(i) Not
exceeding 3 Sq.M. in area.
Signature of Bidder Page 78 of
Ahmedabad Municipal Corporation
Dismentling doors, windows, ventilators etc. (wood or steel) shutters including chowkhats architraves,
hold fasts and other attachment etc. complete and stacking the material within all lead and lift.(i) Not exceeding
3 Sq.M. in area.
The rate shall be for a unit of Each. The work should be done as specified in above item.
Dismentling doors, windows, ventilators etc. (wood or steel) shutters including chowkhats
architraves,hold fasts and other attachment etc. complete and stacking the material with in all lead and
lift.(ii) Exceeding 3 Sq.M. in area.
Dismentling doors, windows, ventilators etc. (wood or steel) shutters including chowkhats
architraves,hold fasts and other attachment etc. complete and stacking the material with in all lead and lift.(ii)
Exceeding 3 Sq.M. in area.
The rate shall be for a unit of Each. The work should be done as specified in above item.
Dismentling barbed wire in fencing including making rolls and also including dismentling fencing posts
including all earth work concrete in base and making good the disturbed ground stacking useful
materials as directed and disposing as directed and disposing of the unserviceable materials with all
Dismentling barbed wire in fencing including making rolls and also including dismentling fencing posts
including all earth work concrete in base and making good the disturbed ground stacking useful materials as
directed and disposing as directed and disposing of the unserviceable materials with all lead and lift.
The rate shall be for a unit of Rmt. The work should be done as specified in above item.
Dismentling C.I. pipes G.S.W. pipes abd A.C. rain water pipes with fittings and clamps including
stacking the materials with all lead and lift (for any dia, of pipe)
Dismentling C.I. pipes G.S.W. pipes abd A.C. rain water pipes with fittings and clamps including
stacking the materials with all lead and lift (for any dia, of pipe)
The rate shall be for a unit of Rmt. The work should be done as specified in above item.
Dismantling santtary fittings like wash basin . W.C. pan Indian and Europe an type, flushing tank etc.
including stacking the materials with all lead and lift
Dismantling santtary fittings like wash basin . W.C. pan Indian and Europe an type, flushing tank etc.
including stacking the materials with all lead and lift
The rate shall be for a unit of Each. The work should be done as specified in above item.
Signature of Bidder Page 79 of
Ahmedabad Municipal Corporation
Scraping oil paint from steel and other metal surface and making the surface even (with Hand
Scraping.) Scraping oil paint from steel and other metal surface and making the surface even (with
Hand Scraping.)
The rate shall be for a unit of Smt. The work should be done as specified in above item.
Removing and scraping of old deteriorated plaster of any thickness from wall / R.C.C member including
stacking of serviceable material and disposal of unserviceable from site of work with all lead and lift
Removing and scraping of old deteriorated plaster of any thickness from wall / R.C.C member including
stacking of serviceable material and disposal of unserviceable from site of work with all lead and lift
The rate shall be for a unit of Smt. The work should be done as specified in above item.
Providing and fixing M.S. fan clamps of shape and size as specified in existing R.C.C. slab including
cutting chase and making good.
Providing and fixing M.S. fan clamps of shape and size as specified in existing R.C.C. slab including
cutting chase and making good.
The rate shall be for a unit of Each. The work should be done as specified in above item.
Cutting out cracks of roof terrace to V-section, cleaning out, wetting, grouting with cement and sand
slurry 1:Cutting out cracks of roof terrace to V-section, cleaning out, wetting, grouting with cement and
sand slurry 1:3 (1-cement 3-sand ) (upto 10 ton)
Cutting out cracks of roof terrace to V-section, cleaning out, wetting, grouting with cement and sand slurry 1:3
(1-cement 3-sand ) (upto 10 ton)
The rate shall be for a unit of Rmt. The work should be done as specified in above item.
Cutting out cracks roof terrace to V-Section cleaning out and filling solidly with a hot mixture of
bitumen and clean dry sand (1:1 by weight) (up to 10 ton)
Cutting out cracks roof terrace to V-Section cleaning out and filling solidly with a hot mixture of bitumen and
clean dry sand (1:1 by weight) (up to 10 ton)
The rate shall be for a unit of Rmt. The work should be done as specified in above item.
Item NO. 121 To 124:- The Item as Described in Table.
The Material should be of zindal make and all the aluminium Sections must be anodized. The Design and
Pattern will be as per Instructions of Add.City Engieer. The Unit shall be Measured in Smt.
Signature of Bidder Page 80 of
Ahmedabad Municipal Corporation
Providing and fixing of Ridge flashing for roof panel shall be made out of 0.5 mm thick pre coated GI
sheet. The Pre coated sheet shall be of minimum 240 mpa steel grade confirming to IS 14246:1995 and
shall have zinc coating of minimum 120 gsm as per IS:277:1992, 5-7 microns epoxy primer on both side
of the sheet and polyester top coat 15-18 micron. The PP GI Sheet shall have plastic protective guard
film of minimum 25 microns to avoid scratches during transportation. The ridge shall be fixed to the
steel members by poprivetor self drilling/self stitching fastners @ maximum 450mm c/c along length of
capping/flashing etc complete .
Providing and fixing of Ridge flashing for roof panel shall be made out of 0.5 mm thick pre coated GI sheet. The
Pre coated sheet shall be of minimum 240 mpa steel grade confirming to IS 14246:1995 and shall have zinc
coating of minimum 120 gsm as per IS:277:1992, 5-7 microns epoxy primer on both side of the sheet and
polyester top coat 15-18 micron. The PP GI Sheet shall have plastic protective guard film of minimum
microns to avoid scratches during transportation. The ridge shall be fixed to the steel members by poprivetor
self drilling/self stitching fastners @ maximum 450mm c/c along length of capping/flashing etc complete .
The rate shall be for a unit of Smt
Supplying and fixing vinyl flooring over the surface having 1-2 mm thickness as per
directed by engineer incharge etc as completed (N.S.)
The work should be done as described in Above Table. The
The rate shall be for a unit of Smt
Providing and fixing 1.20 Metre high fencing with 2.0 Metre long M.S. Angle posts 40 mm x 40 mm x 6 mm and
oil painting 3 coats fixed at 2.5 Mt, C/c. with five Horizontan lines and two diagonals of galvanised steel barbed
wire weighting 9.38 Kg. per 100 Metre, strained and fixed to posts with G.I, staples including fixing the posts in
ground with 0.5 M x 0.5.M x 0.5 M. block in C.C 1:5:10 etc complete.
Providing and fixing 1.20 Metre high fencing with 2.0 Metre long M.S. Angle posts 40 mm x 40 mm x 6 mm and
oil painting 3 coats fixed at 2.5 Mt, C/c. with five Horizontan lines and two diagonals of galvanised steel barbed
wire weighting 9.38 Kg. per 100 Metre, strained and fixed to posts with G.I, staples including fixing the posts in
ground with 0.5 M x 0.5.M x 0.5 M. block in C.C 1:5:10 etc complete.
The rate shall be for a unit of Rmt
Constructing a sink (chowkedi) with C.C. 1:2:4, 12 cm. thick over B.B. masonry in C.M, (1:6) in front and dwarf
wall 1.0 Mt. high and 23 cm. thick cement plaster to masonry / in C.M.1:3) and cement concrete flooring in
1:2:4: mix 5 cm.dia.drain pipe etc.complete.
Constructing a sink (chowkedi) with C.C. 1:2:4, 12 cm. thick over B.B. masonry in C.M, (1:6) in front and dwarf
wall 1.0 Mt. high and 23 cm. thick cement plaster to masonry / in C.M.1:3) and cement concrete flooring in
1:2:4: mix 5 cm.dia.drain pipe etc.complete.
The rate shall be for a unit of Smt
Signature of Bidder Page 81 of
Ahmedabad Municipal Corporation
Constructing a cooking platform 60 cm. width and 70 cm high resting on B.B. Masonry walls 23 cm. thick in
C.M. (1:6) with (i) Fixing or precast R.C.C. 1:2:4) 8 cm. thick slab with marble chips set in C.M. (1:6) (6 mm
thick terrazo) with plastering on exposed faces walls in C.M. (1:4) etc complete.
Constructing a cooking platform 60 cm. width and 70 cm high resting on B.B. Masonry walls 23 cm. thick in
C.M. (1:6) with (i) Fixing or precast R.C.C. 1:2:4) 8 cm. thick slab with marble chips set in C.M. (1:6) (6 mm
thick terrazo) with plastering on exposed faces walls in C.M. (1:4) etc complete.
The rate shall be for a unit of Rmt
Carring out timber treatment to all wood work including drilling holes and spraying oil based chemical solution
on surface of timber work for termite control including labour and material etc. complete. Using Chlordene
EC. As Per 6113_part III Consentration Weight 1.00 percent is recommended one litre chemical emulsion
dillute with 9 liter of kerosene precent concentration. Total dillute concrentration will be 10 litre inclusive of the
litre chemical emulsion appication 0.75 / Litre chemical per one Sqmt printed two coat wood surface.
Carring out timber treatment to all wood work including drilling holes and spraying oil based chemical solution
on surface of timber work for termite control including labour and material etc. complete. Using Chlordene
EC. As Per 6113_part III Consentration Weight 1.00 percent is recommended one litre chemical emulsion
dillute with 9 liter of kerosene precent concentration. Total dillute concrentration will be 10 litre inclusive of the
litre chemical emulsion appication 0.75 / Litre chemical per one Sqmt printed two coat wood surface.
The rate shall be for a unit of Smt
Applying general insecticide pest control treatment to floors, cup boards etc including labour material etc.
complete. Using Heptachloride 20 EC. As Per 6113_pests Consentration Weight 0.50 percentis recommended
one litre chemical emulsion dillute with 39 liter of water will give. Total dillute concrentration will be 40 litre
inclusive of one litre chemical emulsion appication 0.5 Litre chemical / Sqm of surface is recommended as per
Applying general insecticide pest control treatment to floors, cup boards etc including labour material etc.
complete. Using Heptachloride 20 EC. As Per 6113_pests Consentration Weight 0.50 percentis recommended
one litre chemical emulsion dillute with 39 liter of water will give. Total dillute concrentration will be 40 litre
inclusive of one litre chemical emulsion appication 0.5 Litre chemical / Sqm of surface is recommended as per
The rate shall be for a unit of Smt
Carring out plinth treatment to post construction / existing structure by spraying chemical solution for termite
control treatment including labour and material consist ment with I.S. specification. Using Chlordene and Chior
purfiles 20 EC. As Per 6131_paret-II Consentration Weight on percentis recommended i.e one litre 20 EC
chemical emulsion with 19 liter give 1% concrentration inclusive of one litre chemical emulsion appication
attherate of 5 Litre chemical / Sqm of surface is recommended as per I.S
Carring out plinth treatment to post construction / existing structure by spraying chemical solution for termite
control treatment including labour and material consist ment with I.S. specification. Using Chlordene and Chior
purfiles 20 EC. As Per 6131_paret-II Consentration Weight on percentis recommended i.e one litre 20 EC
chemical emulsion with 19 liter give 1% concrentration inclusive of one litre chemical emulsion appication
attherate of 5 Litre chemical / Sqm of surface is recommended as per I.S
The rate shall be for a unit of Smt
Signature of Bidder Page 82 of
Ahmedabad Municipal Corporation
Carrying out wall treatment for termite control including spraying with chemical solution in oil base (0.5
Lit./Sq.M.) including labour and material Using Hepachlor concentration 20 EC. As Per IS.6316_paret-II
Consentration by Weight 0.50 percentis recommended i.e one litre chemical emulsion dillute with 39 liter go fIS
concrentration total dillite concentration will be 40 litre inclusive of one litre chemical emulsion appication at the
rate of 7.5 Litre chemical / Sqm of surface is recommended as per I.S
Carrying out wall treatment for termite control including spraying with chemical solution in oil base (0.5
Lit./Sq.M.) including labour and material Using Hepachlor concentration 20 EC. As Per IS.6316_paret-II
Consentration by Weight 0.50 percentis recommended i.e one litre chemical emulsion dillute with 39 liter go fIS
concrentration total dillite concentration will be 40 litre inclusive of one litre chemical emulsion appication at the
rate of 7.5 Litre chemical / Sqm of surface is recommended as per I.S
The rate shall be for a unit of Smt
Providing erecting and fixing double coated Syntex PVC.(ISI) water tank of required capacity each with all
necessary fittings and connection etc. complete on terrace.
Providing erecting and fixing double coated Syntex PVC.(ISI) water tank of required capacity each with all
necessary fittings and connection etc. complete on terrace.
The rate shall be for a unit of Litre
Providing and fixing to wall, ceiling and floor galvanised Mild steel tubes (Medium grade) of the following
nominal bore, tube fitting and clamps including making good the wall ceiling and floor.
(A) 15mm (upto 10 ton)
(B) 20mm (upto 10 ton)
(C) 25mm (upto 10 ton)
(D) 32mm (upto 10 ton)
(E) 40mm (upto 10 ton)
(F) 50mm (upto 10 ton)
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of Rmt
Providing and laying in trenches galvanised mild steel tubes (Midium grade) of the following nominal bore, and
tube fitting (Earth work in trenches to be measured and paid for separately)
(A) 15mm (upto 10 ton)
(B) 20mm (upto 10 ton)
(C) 25mm (upto 10 ton)
(D) 40mm (upto 10 ton)
Signature of Bidder Page 83 of
Ahmedabad Municipal Corporation
(E) 65mm (upto 10 ton)
(H) 80mm (upto 10 ton)
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of Rmt
Providing and laying in trenches galvanised mild steel tubes (Midium grade) of the following nominal bore, and
tube fitting (Earth work in trenches to be measured and paid for separately
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of Each
Providing and fixing to wall ceiling and floor 6.0 Kg.F/Cm2 working pressure poluthene pipes of the following
out side Dia. Low densidy, complete with special falnge compression type fittings, wall clips etc.including
making good the wall ceiling and floor.
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of Rmt
Providing and fixing to wall ceiling and floor 10.0 Kg.F/Cm2 working pressure poluthene pipes of the following
out side Dia. Low densidy, complete with special falnge compression type fittings, wall clips etc.including
making good the wall ceiling and floor.
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of Rmt
Signature of Bidder Page 84 of
Ahmedabad Municipal Corporation
Providing and fixing cast iron (Spun) Nahni trap of the following nominal diameter of self cleaning design with
C.I. screaed down or higned grating including cost of cutting and making good the walls and floor 100 mm inlet
and 50 mm outlet.(C)100mm dia.
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of Each
Providing and fixing water closet squatting Pan (Indian type W.C.Pan) size 580 mm (Earth work, bed concrete,
foot rest and trap to be measured and paid for separately) (A) Vitreous China. (I) Long pattern = White colour
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of Each
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
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of No
Providing and fixing wsh down water closet (Europe an type, W.C.Pan) with integral P or S trap including
jointing the trap with soil pipe in Cement Mortar1:1 (1-Cement:1-fine sand) (Seal and cover to be measured
and paid for separately) (A) vitreous China Pattern :(i) in white colour
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of No
Providing and fixing 100 mm size P or S trap for water closet squatting pan including jointing the trap with the
pan and soil pipe in cement Mortar1:1 (1-Cement : 1-Fine sand)(A) Vitreous China.
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of No
Providing and fixing wash basin with single hole for pillar tap with C.I.or M.S. brackets painted white including
sutting holes and making good the same but excluding fittings. (A) Vitreous China: (ii) Flat Back wash basin
550 mm x v 400 mm size.(i) In white colour.
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
Signature of Bidder Page 85 of
Ahmedabad Municipal Corporation
The rate shall be for a unit of No
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. © Vitreous China Sink. (i) 600 mm x 450 mm x 150 mm size
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of No
Providing and fixing 600 mm x 450 mm bevelled edge mirrror of superior glass mounted on 6 mm thick A.C.
sheet or ply wood sheet and fixing to wooden pluge with C.P. brass screws and washers.
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of No
Providing and fixing C.P. brass towel rail comlete with C.P.brass brackets fixed to wooden plugs with C.P.
brass scews.(B) 600mm x 20mm size.
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of No
Providing and fixing 600 mmx120 mm glass shelf with C.P. brass bracket and guard rail complete mixed to
wooden plug with C.P. brass screws.
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of No
Providing and fixing toilet paper holder. (A) C.P.Brass
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of No
Providing and fixing screw down bib taps of following size. (A) Brass screw down bib tap polished bright. 15mm
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of No
Signature of Bidder Page 86 of
Ahmedabad Municipal Corporation
Providing and fixing screw down bib taps of following size. (B) Brass chromium plated screws down Bib Tap.
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of No
Providing and fixing screw down bib taps of following size. © Gun metal screw down bib tap.15mm & 20 mm
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of No
Providing and fixing pillar tap, capstan head, screw down high pressure with screws, shanks and back nuts.
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of No
Providing and fixing Gun metal check or non-return fullway wheel valve.
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of No
Providing and fixing chromium plated brass half trun flush cock of approved quality including fixing in pipe line
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of No
Providing and fixing Urinal or approved quality including conecting the Urinal with waste pipe , tap
etc.complete. (A) White earthen ware flat back or corner type size 430mm x 260mm x 350mm.
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of No
Providing and fixing Urinal of approved quality including connection with trap and with integral longitudinal flush
pipe. (A) Squating plate pattern white earthen ware 550mm x 300mm.
Signature of Bidder Page 87 of
Ahmedabad Municipal Corporation
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of No
Providing and fixing chromium plated, bottle trap with necessary couplings of approved quality for wash basin.
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of No
Providing and fixing ball cock of approved quality as directed. (A) Copper Metal (i) 25mm dia.
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of No
Providing and fixing ball cock of approved quality as directed. (B) Abonite (i) 25mm dia.
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of No
Providing laying and jointing in true line and level 15 mm dia.,25 mm dia, 32 mm dia,40 mm dia U.P.V.C. Pipe
(SCH-40) for cold water including fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX or equivalent as
approved by Engineer In Charge. Pipe shall be fixed on the wall with the help of clamp at every two metre C/C
or shall be concelled as directed including necessary fittings etc. including testing of pipe and joints and fixing
the same with adhesive solvent, including cost of all materials.
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of Rmt
Providing in line level plumb, fabricating and fixing three row horizontal barbed wire fencing and punched tape
concertina coil of 9 turns per meter of 610 mm dia fixed with clips on top of the angle iron posts. The punched
tape concertina coil having sharp barbs at every 25 mm spacing shall be 0.5 mm thick and 19 mm width and
weighting 13 kg/100 mt. (Average) as per manufacture's specification. The rate shall also include providing and
fixing 1.20 mt.total long MS angle 40 x 40 x 6 mm @ 3.00 mt.c/c spacing embaded in RCC column, angle posts
shall be painted with one coats of red oxide and two coats of enamel paint of approved quality at top compound
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of Rmt
Signature of Bidder Page 88 of
Ahmedabad Municipal Corporation
Fixing sun film for protection sunlight in black or any colour as as directd by engineer In Charge. (Market rate)
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of Smt
Providing & Fixing 3 mm thick F.R.P.sheet of Approved Quality & Color / Pattern as per Consultant's design
also includes required fabrication structure in the grid of 2'-0x2'-0 size using hollow pipe of 16 gauge & size
2"x1" & 1"x1" , G.I. & Bitumen Washers, Silicon paste application for fixing the sheet . Rate also
includesnecessary bending, cutting , labor charges , Zinc Primer coat & Two coats of oil painting of color as
approved by consultants & making good the wall. (N.S.)
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of Smt
Providing 2 mm thick F.R.P. Gutter with necessary M.S. Supporting Brackets. (N.S.)
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of Rmt
Roller Blind Providing and fixing Roller Blind curtain fixed on window level on wooden batten and curtain lift
with cotton thin rope, make of aerolax or equivalent design and colour as per instruction by engineer – in –
Charge with necessary hardware fitting, material and labour etc complete.
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of Smt
Painting & lettering chages and printing Muni.corporation symbol with help of skilled artist including colour
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of No
Providing & Fixing Door closer - complete of Approved make to wooden / Aluminium Doors as per direction of
engg. In charge.
Signature of Bidder Page 89 of
Ahmedabad Municipal Corporation
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of No
Providing and fixiing M.S. Fan clamps type 1 of 16 mm dia M.S. bar bent to shape with hooked ends of R.C.C.
slabs during laying incl. painting the exposed protion of loops, all as per standard design complete.
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of No
Providing cement vata (10cm. x 10 cm. size) quarter round in cement mortar 1:1 including neat cement
finishing, watering etc. complete.
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of Rmt
Making Water connection from exi.Muni. Water line (N.S.)
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of No
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.
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of Set
Providing TMT Bar FE 415 reinforcement for R.C.C. work including bending, binding and placing in position
complete up to floor two level (up to 10 ton)
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of Kg
Providing and fixing 30mm thick solid both side prelam PVC door shutter (sintex door-equivalent) with
necessary alluminium fitting with EL-7 section frame
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
Signature of Bidder Page 90 of
Ahmedabad Municipal Corporation
The rate shall be for a unit of Smt
Conveyance charge of Earth,Lime, Murrum, building rubbish earch manure or sludge and excavated rock and
fly ash,aggregate of any kind etc.comp.upto 5 km lead.
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of Cmt
Providing and laying polished granite stone slab 18 mm thick in risers of steps, dedo and pllars laid on 10 mm
thick cement mortar 1:3 (1 cement:3 coarse sand) and jointed with gray cement slurry including rubbing &
polishing etc. complete.
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of Smt
P/M/F chainlink jali 8'x4' size as per details sketch & instructionof engineer in charge same as lal darwaja
garden pattern consisting of 3'dia. M.S black pipe 'A' class 5'4" ht. fixed at 8'9" c/c in C.C 1:2:4 block of
9"x9"x9" size chain link jali of size 2"x2"x10 gauge fixed in 35x35x5 mm MS angle frame 8'x4' size with MS flat
of size 25x3 mm welded jali etc.comp. The jali is to be welded to MS pipe with MS flat as instruction given. The
M.S pipe and the M.S angle frame are to be painted one coat of primer and two coats of paint as directed in
line and level. (N.S)
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of Rmt
Providing & Fixing masonary wall with porbandar lachiya stone with well dressed grooveas per directed by
engg.in charge for foundation, plinth or super structure level (above plinth level upto floor two level) in cement
mortar 1:5 (1-cement : 5-fine sand) incl.pointing the joint with white cement and yellow oxide powder in
proportion to match stone colour the joints should be thread grooved as per exi. lake stone pitching apperance
(A) stone masonary wall/stone dressed single faced
(size 15"x8"x9")
(B) stone coping (size 15"x8"x4")
(C) stone coping (size 15"x8"x9")
(D) stone column (size 15"x15")
(E) stone column top (size 20"x20"x9")
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of Cmt & Rmt
Signature of Bidder Page 91 of
Ahmedabad Municipal Corporation
Providing and Laying of Rubber Moulded Paver Block Grey/Coloured 60 mm thick, M-35 Grade of any size
shape (Usually Uni-Paver Blocks) using black trap good quality aggragate of 20 mm nominal size for
footpath,parking areas, service lanes and other areas as mentioned in the drawing / instruction of engineer in
charge. Cost includes formworks using rubber mould, Rate providing and laying paver blocks as per required
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of Smt.
Provoding and fixing flush door shutters, solid core construction with frame of first class hard wood with cross
board and face veneer or ply wood face panels, including anodised alluminium butt hinges with necessary
screws. (B) Non-decorative type and block board core anodised alluminium butt hinges in flush door shutters
(2) 35 mm thick.
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of Smt.
Labour work for fixing any kind of paving with cement pointing in CM 1:2, including watering, ramming etc
comp. as dir.For pavement
I) Laying on Sand bedding as per requirement to fix the C.C.Block / Nibhada Stone in Line & Level
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of Smt.
Box type metal letters forming composite box made from 1mm thick stainless steel plate of grade 304 having
brush finish of following font size to be fixed at Main Gate in english and or Gujrati and including fixing charges
approved before fixing by clent / consultant. 400mm high, 300mm high, 230mm high
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of Nos.
Providing and fixing false ceiling at all height including providing and fixing of frame work made of special
sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side
inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of
mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x
50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required
length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels
45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick
bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to
centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of
2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm
Signature of Bidder Page 92 of
Ahmedabad Municipal Corporation
high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of
rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum
board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm
c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recomme-
nded jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on
both sides of joint and two coats of primer suitable for board, all as per manufacturer’s specification and also
including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter
channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but
excluding the cost of painting
(a) 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- Part I
(b) The ceiling to be constructed of ANF RH 90 or equivalent mineral FIBER with 0.5 NRC and sound
attenuation (CAC) of 30 dB ,Angled Tegular ceiling tiles of size 600mmx600mmx14mm (thickness) and weight
of 2.7 Kg/ Sq Mtr having fire performance class A, Laid into a SYSTEM C exposed grid system consisting of
main runners spaced at 1200 mm centres securely fixed to the structural soffit by approved hangers at
maximum 1200 mm centres. There should be a minimum of 1 hanger per 1.5 sq.metres of ceiling area and the
last hanger should not be further than 450 mm from the adjacent wall.1200 mm cross tees to be fixed between
main runners at 600 mm centres to form 600 x 600 mm module and 600 mm cross tees fitted centrally between
1200 mm cross tees to create 600 x 600 mm module. (rates inclusive of necessary scaffolding required)
(c) Providing and fixing wall acoustical paneling using ecotone Slato/ Anutone slato or equivalent Acoustic
Panel make Slats L-16 of size 128mmx2430mmx16mm thick up to 2400mm high as per the following
specification :-Slats L-16- 2mm @16mm, 32 x 128 x 2430 mm high grade Pine wood base Medium Density
Fiber acoustic boards with Tongue & Groove Edge,2mm slot perforation @ 16mm centre, slates perforations,
The acoustic should be furnished with a Black absorbent felt backing with an airflow resistance of 330-460
Ns/m³ (DIN 53887),wood practical core,NRC : should be Up to 0.75,should meet the safety requirements of EN
14190. Fixing :- Sound Strut CC18 screw fixed horizontal/vertical to wall at every 600mm c/c. Metal cleat can
be fixed on top edges of Sound Strut CS55 fixed directly by stamping to the CS55 and IC91 which is screw
fixed directly to the wall where ever required with a backing black color fabric as approved by Architect and as
specified including all accessories, material & labor complete as directed by Architect / Engineer.
(d) Providing & Fixing SPEED BUMP - #2 No (1 black, 1 yellow) 350 x 500 x 50 mm, Size per color End
Cape 350 MM x 175 MM x 50 MM TOP DESIGN - Lining Top flat ANTI SKID PATTERN FOR GRIP COLOUR
:- YELLOW & BLACK BODY MATERIAL :- MODIFIED THERMOPLASTICS ( Polymer Rubberized ) •
ECO FRIENDLY RECYCLERUBBER Packing :- 4 pcs/ woven BagLoad Capacity :- 20 MT Fitting ( Fixing on
TRAKE) :-4 holes & END CAPE :- 2 HOLE HEX Bolts with Washer Epoxy for Bolt Fitting etc. complete as
directed by EIC .
(e) Providing & Fixing in position 24 MM exposed grid suspension system with “P “ Grid profile false ceiling
system using 600 MM X 600 MM ecotone/anutone or equivalent make Glass Fiber Ceiling Tiles having tegular
edges & 0.90 NRC value and approved surface design (with NRC of 0.90) and edge profile Tegular placed in a
suspended grid of size 600 MM X 600 MM made from hot dipped GI Steel sections, rotary stitched, main tee of
size 24 X 42 X 3000 MM X 0.40 MM thickness suspended at every 600 MM c/c along length of ceiling with
MM dia, Pre-straightened G.I.Wire with necessary level adjusters & intermediate cross tees of size 24 X 38 X
600 MM X 0.40 MM thickness shall be inserted in to slots between the main tees at 600 MM centers in
direction vertical to the main tees, where in the main tees are resting on the periphery on wall angles of size
MM X 24 MM X 3000 MM X 0.40 MM thickness including providing necessary openings for light fixtures,
diffusers etc. are to be made as per lay out & as per directions of engineer – in – charge.
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of Smt.
Prismatic grad reflective sheeting with super high perfomance durable micro prismatic material confirming to
type XI as per ASTM-D 4956-09 & cutting pesting letter according to IRC Standard in Singal language with
micro prismatic confirming to type XI
Signature of Bidder Page 93 of
Ahmedabad Municipal Corporation
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of Smt.
Painting and lettering the board on both side of MS sheet with a thickness of 16 mm gauge and letters by oil
paint confirming with 2 coats of red oxide and oil paint Item includes necessary staging carting and
transportation or as directed by engineer in charge(app.rate)
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
The rate shall be for a unit of Smt.
Providing and laying cement concrete 1:2:4(1 cement :2 coarse sand : 4 graded stone aggregates 20 mm
nominal sixe) curing complete excluding cost of form work and reinforcement for reinforced concrete work in(A)
foundation footing of columns and mass concrete
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY
ENGG-IN CHARGE.
The rate shall be for a unit of Cmt.
Important Note:-
As well as Considered Item Specifications as Per Item Given, not by serial number, the specifications of items
which are not mentioned in BOQ Item, Specifications should be considered as per AMC Sor Current Approved
Rates for Civil and Electrical Works, as per Available on Site of Ahmedabadcity.gov.in All the Specifications
should be Considered as per Schedules Rates of R & B Division of both civil and Electrical Works. Hence it an
ARC Tender All the Quantity Would Vary as per Instruction of Engineer in Charge. No Rate would be given
Extra for Increase or Decrease in the Quantity of The BOQ Scheduled Items.
Seal and Signature of the Bidder Addl. City Engineer
Date: Ahmedabad Municipal Corporation
Signature of Bidder Page 94 of
Ahmedabad Municipal Corporation
Ahmedabad Municipal Corporation
Name of Work:- bæg Ítulbtk Ntnvwh Jtuzobtk ytJuj Bgwle rcÕzedtu Bgwrl.Nt¤tytu, Bgwrl.ytkdKJtzeytu <&t yLg
Bgwrl. rcÕzekdbtk sÁhe vhawhK rmrJj hevuhekd fhJtlt ftb. (yu.yth.me.)
Sr. Qty Items Rate Per Amount Rs.
1 100 Excavation for foundation up to1.5 m 148.75 Cmt
depth including sorting out and stacking
of useful materials and disposing of
theexcavated stuff upto 50 Meter
lead.(A) Loose or soft soil
100 1.5 to 3.0 mt.depth 158.4 Cu.M.
1A 100 Excavation for foundation for depth from 333.6 Cu.M.
1.5 m to 3.0 m including sorting out and
stacking of useful materials and disposing
off the excavated stuff upto 50 Meter
lead.(C) Hard Murrum
2 100 Filling available excavated earth 90.85 Cmt
(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.
3 100 Filling in plinth with sand 336.34 Cmt
underfloors including watering
ramming, consolidating and dressing etc.
4 100 Filling in foundation and plinth with 215.54 Cmt
murrum or selected soil in layers of
cm. thickness including watering,
ramming and consolidating etc.
Signature of Bidder Page 95 of
Ahmedabad Municipal Corporation
5 100 Providing and laying cement 2,159.3 Cmt
concrete1:5:10 (1-Cement: 5- coarses
sand and:10-hand broken stone aggregates
40mm nominal size) and curing
complete excluding cost of formworkin
(A) Foundation and Plinth (upto
6 100 Providing and laying cement 2,378.2 Cmt
concrete1:4:8 (1-Cement: 4- coarses
and:8-hand broken stone aggregates
40mm nominal size) and curing
complete excluding cost of formworkin
(A) Foundation and Plinth (upto 10 ton).
7 100 Providing and laying cement concrete 1:3:6 2,652.1 Cmt
(1-Cement : 3- coarse sand : 6- hand broken
stone aggregates 40 mmnominal size) and
curing complete excluding cost of formwork
in (A) Foundation and Plinth..
8 100 Providing and laying cement 3,419.9 Cmt
concrete 1:3:6 (1-Cement:3-coarse sand:6-
hand broken stone aggregates
20mm nominal size) and curing complete
including cost of formwork in (A) wall
caps/coping (upto 10 ton)..
9 Providing and laying cement
concrete work 1:2:4 ((1-Cement:2- coarse
sand:4-graded aggregates 20mm
nominal size) curing complete
excluding cost of formwork and
a 100 Foundations, footings, base or 3,624.5 Cmt
columns and mass concrete
b 100 Slabs, landing, shelves, balconies, lintels, 3,687.2 Cmt
beams, girders and cantilivers upto
floor two level
c 100 Independent piers, columns, and pillars, 3,464.5 Cmt
upto floor two level
Signature of Bidder Page 96 of
Ahmedabad Municipal Corporation
10 100 Provdg. & laying cement concrete 1:2:4 5,698.4 Cu.M.
(1 cement : 2 coarse sand : 4 graded stone
aggregates 20 mm nominal size) for
reinforced concrete chhajjas not
exceeding 10 cm. thickness upto floors
two level including finishing the
exposed surfaces with cement mortar
1:3 (1 cement : 3 find sand) to give a smooth
and even surface centering and form
work and curing complete excluding
cost of reinforcement.
11 100 Providing and laying in position Ready 3,554.9 Cum
Mixed M-150 grade concrete for
reinforced cement conctere work,
using cement content as per approved
Design Mix manufactured in fully
automatic batching plant and
transported to site of work intransit mixer
for a lead up to 10 kms having
continuous agitated mixer, manufactured
as per mix design of specified grade for
reinforced cement concrete work
including pumping of R.M.C. from
transit mixer to site of laying, excluding
the cost of centering shuttering
finishing and reinforcement
including cost of admixtures
inrecommended proportions as per
IS:9103 to accelerate/ retard setting
of concrete, improve work ability
without impairing strength and
durability as per direction of
theEngineer-in-charge. Without Fly Ash
(Min cement level as per latest IS456
shall be maintained) (Cement level
Signature of Bidder Page 97 of
Ahmedabad Municipal Corporation
12 100 Providing and laying in position Ready 4,457.7 Cum
Mixed M-200 grade concrete for
reinforced cement conctere work,
using cement content as per approved
Design Mix manufactured in fully
automatic batching plant and
transported to site of work intransit mixer
for a lead up to 10 kms having
continuous agitated mixer, manufactured
as per mix design of specified grade for
reinforced cement concrete work
including pumping of R.M.C. from
transit mixer to site of laying, excluding
the cost of centering shuttering
finishing and reinforcement
including cost of admixtures in
recommended proportions as per IS:9103
to accelerate/ retard setting of
concrete, improve work ability without
impairing strength and durability as per
direction of theEngineer-in-charge.
Without Fly Ash (Min cement level as per
latest IS456 shall be maintained)
(Cement level 400 kg )
Signature of Bidder Page 98 of
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