Making New RCC roads In Motera And Sabarmati Area Of Sabarmati Ward, West Zone.

2. Tender Estimated Cost Rs.49,99,405.31(exclusive of GST). GST will be paid extra by

AMC/Authority at prevailing rate to the contractor.

1% of the Tender Cost in the form (Rs.50,000.00)

3. Earnest Money

(D.D./Pay Order / Local Micr Check/B.G.)

4 Tender Fee Rs Demand Draft of Rs.1500.00

S.D. and Retation 5 % of Tender Amount and @ 2% of the value of work done will

5 be deducted from each RA bill. It will be released along with

release of payment of Final Bill.

6. Time-Limit 12 months

7. Validity Period 120 Days

(i) Last Date of Submission of the

a) In Sealed cover in duplicate copies by Registered Post A.D,

(ii) Mode of Sending or by Courier.or hand delivery

b) Tender sent by ordinary post will be rejected out right.

(iii) Description essential to be

a) Name of work, Tender Notice No. & Tender No.

made on sealed cover b) Date of receiving tender by Corporations.

(iv) Mode of quoting rates in

The Price bid shall be submitted online only.

Schedule of Quantities and Rates It shall not be submitted Physically.

9. Date of Opening Dt.07.03.2026, 15:00 PM

Submission of EMD. Tender fee and other Documents during office

Place of Submission & Opening of

10. hours: On Dt.07.03.2026 &12:00 pm West Zone, 2nd Floor, A.M.

Tender Office, Dr. Ramanbhai Patel Bhavan, Usmanpura.Ahmedabad

Municipal Corporation, W.Z. Office, Ahmedabad-380013.

(1) Rs.1000/- per day (for tenders amounting upto 10 Lakhs), (2)

Rs.2500 per day (for tenders amounting above 10 Lakhs and

11. Penalty Due to Delay of work

upto 30 Lakhs), (3) Rs.5000 per day (for all tenders amounting

above 30 Lakhs) but not more then 10% of bill

12. Defect Liability As per ‘B-1 Form Close

Time permitted to start parts of Whenever a work is allotted by Engineering staff, whether minor or

work major of part thereof of any amount, the contractor shall be bound

to start the works within 48 hours of intimation of work.

Communication done telephonically via SMS, Via Whatsapp and

through letter / E-mail shall be considered legal and binding for the

same. Failure of comply to start the works in 48 hours of intimation

as above by contractor the contractor shall be levied penalty of (1)

Rs.1000/- per day (for tenders amounting upto 10 Lakhs), (2)

Rs.2500 per day (for tenders amounting above 10 Lakhs and upto

30 Lakhs), (3) Rs.5000 per day (for all tenders amounting above

30 Lakhs). Three times failures by contractor shall make

contractor responsible to be black listed unless and otherwise

justified properly in writing / binding within 15 days of last notice of

14. ftuLx[t¾xhlu «J<obtl GST yjd&e åþfJJtbtk ytJNu

 The staff of the contractor shall wear safety jackets,

shoes, helmets etc. while on duty and any violation will attract

a fine of Rs. 5,000/- for each incident.

15 Safety  Failure to erect safety signage or trying to carry out

the works without proper precautions/safety measures as

required will attract a fine of Rs. 5,000/- for each incident.

Contractor's Sign Addl.C.E.(west zone)

As per Government of Gujarat G.R.No.- EMD/10/2021/7729/DMO Dt.28/06/2021 & Circular of

Finance Department, AMC No.41, Date: 08/02/2022, approved Banks are...

(A) Guarantee issued by following banks will be accepted as SD/EMD on permanent basis. All

nationalized Banks

(B) Guarantees issued by following banks will be accepted as SD/EMD for the period up to

March- 31, 2022. The validity cut-off date in the GR is with respect to the date of issue of

Bank Guarantee irrespective of the date of termination of Bank Guarantee.

1 Commercial Banks :-

5. Kotak Mahindra Bank

6. IndusInd Bank

8. Tamilnadu Mercantile Bank

9. Ujjivan Small Finance Bank

10. A U Small Finance Bank

11. Federal Bank

12. Equitas Small Finance Bank

13. Bandhan Bank

14. Standard Chartered Bank

15. City Union Bank

2 Co-operative and Rural Banks Of Gujarat :-

1. The Mehsana Urban Co-operative Bank Ltd

2. The Ahmedabad Mercantile Co-Operative Bank Ltd

3. Nutan nagrik Sahakari Bank Ltd

4. The Kalupur Commerical Co-operative Bank Ltd

5. Rajkot Nagarik Sahakari Bank Limited

6. The Gujarat State Co-Operative Bank

7. Sarswat Bank

8. Saurashtra Gramin Bank

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AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( B ) GENERAL TERMS & CONDITIONS

1. Scope of Bid

1.1 The Ahmedabad Municipal Corporation hereinafter called "the Employer" invites Tender

document for the construction of works (as defined in these documents, hereinafter referred to as

"the Works") detailed in the table given in the IFB.

1.2 The Works consist of: “as Above "

Source of Funds

1.1 The expenditure on these Works will be met by AHMEDABAD MUNICIPAL

3. Eligible Bidders

3.1 This invitation for bids is open to bidders who has necessary bid capacity and who meet the

following requirements:

 A bidder shall not be under a declaration of ineligibility for corrupt or fraudulent practice.

 The bidders shall have a registration with State PWD, and/or CPWD for "E1" class and or

equivalent. If contractor is not registered with AMC in the relevant class, on award of

contract he shall be required to register himself with AMC within 3 month's time.

Bidders shall provide such evidence of their continued eligibility satisfactory to the Employer, as the

Employer shall reasonably request.Subject to Submition of Succsesful Submition as per Clause –II

4. Eligible Material, Equipment and Services

4.1 At the Employer's request, the bidder having offered the lowest evaluated financial bid may be

required to provide evidence of the origin of materials, equipment, and services to the satisfaction of

4.2 For purposes of Sub Clause 4.1, "origin" means the place where the materials are mined, grown,

produced or manufactured; similarly for equipments and from where the services are provided.

5. Qualification of the Bidder

To be qualified for award of Contract, bidders shall:

a) Submit a written power of attorney authorizing the signatory of the bid to commit the bidder;

General information

All individual firms must complete the information in this form. Nationality information shall be

provided for all owner(s) or applicant(s) that are partnership or individually owned firms.

1 Name of firm:

2 Head office address With Contact no.:

3 Local office address (if any) With Contact no.:

4 Telephone/ Contact With name :

5 E-mail address:

6 Place of incorporation/registration:

7 Year of incorporation/registration:

 Additional information regarding litigation, debarment, arbitration, etc.

Authorised Signeture Bidder

5.3 Disqualification

Even though the Bidders may meet the above criteria, they are subject to be disqualified for any of

the following reasons:

a) Misleading or false representation in the forms, statements and attachments submitted and

included in document.

b) Record of poor performance such as abandoning the work, rescinding of contract for which the

reasons are attributable to the non-performance of the contractor, consistent history of litigation

awarded against the applicant or financial failure due to bankruptcy.

c) Has been identified by the Employer as poor performer in implementation of ongoing AMC

d) The bidder fill (tender) in percentage rate above or below and total amount (both in figures and

d) The bidder fill (tender) in percentage rate above or below and total amount (both in figures and

words) only in E-Tender (Online) Not to fill in hard copy of Tender documents

5.4 Debarment/Black listing

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

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

6. One Bid per Bidder

6.1 Each bidder shall submit only one bid per contract package either by himself or as a partner in a

joint venture. A bidder who submits or participates in more than one bid for a contract package will

be disqualified.

7. Bidding Documents

The bidder is expected to examine carefully the contents of all the above bid documents. Failures to

comply with the requirements of bid documents will be at the bidder's own risk. Pursuant to Clause

16, bids which are not substantially responsive to the requirements of the bidding documents will be

8. Language of Bid

The bid, and all correspondence and documents related to the bid exchanged between the bidder and

the Employer shall be written in the English language. Supporting documents and printed literature

furnished by the bidder may be in another language provided they are accompanied by an accurate

translation of the relevant passages in the English language, in which case, for purposes of

interpretation of the bid, the English translation shall prevail.

9.1. Unless stated otherwise in the bidding documents, the Contract shall be for the whole works as

described in bidding documents, based on the percentage rate amount in the Bill of Quantities

submitted online by the bidder.

9.2. The bidder shall fill (tender) in percentage rate above or below and total amount (both in

9.2. The bidder shall fill (tender) in percentage rate above or below and total amount (both in

figures and words) for overall items of the Works provided in the Bill of Quantities

10. Bid Validity

10.1 Bids shall remain valid as per Instruction to Bidders (ITB) after that deadline date for bid

submission specified in Clause. The Employer as non-responsive shall reject a bid valid for a

shorter period.

10.2 In exceptional circumstances, prior to expiry of the original bid validity period, the Employer

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

request and the responses thereto shall be made in writing or by fax. A bidder may refuse the

request without forfeiting his 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 the period of

the extension, and in compliance with Clause 2 ( Financial Terms & Conditions) in all

11. Format and Signing of Bid

11.1 The bidder shall prepare two copies of the documents comprising the bid as described in

Instructions to Bidders.

11.2 The bid shall be typed or written in indelible ink and shall be signed by a person or persons

duly authorized to sign on behalf of the bidder.

11.3 The bid shall contain no alterations, omissions or additions, except those to comply with

instructions issued by the Employer, or as necessary to correct errors made by the bidder, in

which case the person or persons signing the bid shall initial all such corrections.

11.4 All witnesses and sureties shall be persons of status and probity and their full names,

Occupations and addresses shall be printed below their signatures.

12. Deadline for Submission of Bids

Bids must be received by the Employer at the address specified above not later than the time and

date specified in the NIT.

Any bid received by the Employer after the deadline for submission of bids will be returned

unopened to the bidder.

14. Signing of Agreement

At the same time that the Employer notifies the successful bidder that his bid has been accepted, the

Employer will direct him to submit the Performance Security and attend the Employer's office on a

date determined by the Employer for signing the Form of Agreement.

15. The selection process will lay high emphasis on the ability and competency of contractors to do

high quality work within the given time schedule.

16. The onus of providing, all necessary company / project related information, in appropriate

manner and medium, so as to demonstrate the competency of the bidder and to allow proper

evaluation, will rest entirely on the Bidder.

17. All clause shall be operative from the date of issue of work order and up to the expiry of original

and extended time limit.

18. Legal Condition:-

 Corrupt or Fraudulent Practices

The Employer will reject a proposal for award if he determines that the Bidder recommended for

award has engaged in corrupt or fraudulent practices in competing for the contract in question.

The Employer will declare the firm ineligible, either indefinitely or for a stated period of time, to

be awarded a contract by AHMEDABAD MUNICIPAL CORPORATION if it at any time

determines that the firm has engaged in corrupt or fraudulent practices in competing for the

contract, or during execution.

 “corrupt practice” means behavior on the part of officials in the public or private sectors by

which they improperly and unlawfully enrich themselves and/or those close to them, or

induce others to do so, by misusing the position in which they are placed, and it includes the

offering, giving, receiving, or soliciting of anything of value to influence the action of any

such official in the procurement process or in contract execution; and

 “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.

 Municipal Commissioner reserves the rights to reduce/increase the scope of work and contract

without assigning any reason thereof.

 If Ahmedabad Municipal Corporation is convinced that the Bidder has resorted to material

misrepresentation or provided fraudulent information / statement, the said Bidder will be liable

for disqualification / rejection at any stage.

 Proof for fulfillment of eligibility criteria should be submitted along with Tender volume. If the

Tender volume is submitted without valid documents and without proof of eligibility criteria it

will be rejected.

 Those who do not meet with the eligibility criteria need not submit the Tender document.

 Tenders, which do not fulfill all or any of condition or are submitted incomplete in any respect or

are conditional tenders, will be rejected.

 Contractor shall be responsible to obey all Labour Laws, Environmental and Safety Laws.(the

existing laws as well as framed from time to time). Any penalties laid due to violation of such

laws shall be directly deducted from the contractor's outstanding.

19. Administrative Conditions:-

 Safety and Signage

Contractor has to arrange for the complete safety of the persons working for project, users of the

road i.e. public and vehicles also. All the arrangements of traffic drums, metal / fiber cones,

traffic blinkers, traffic signs as per design, safety tapes etc. to be arranged at site. Necessary

florescent marking on traffic signs to be provided so that it should be visible at night. During

night working hours safety in charge personnel shall be provided with florescent jackets. This

shall be Provided at no extra cost by the bidder under attaché with specified in the tender

documents under payable iteme.

 Liaison with local authority for electrical connections for the AMC

The contractor is responsible for liaison with local authority for change in supply connection or

new connection on behalf of AMC. It includes filling the necessary application to power Supply

Company, follow up and getting the supply, filling the necessary test reports to the power supply

company. All official fees including security deposits and other expenses shall be of initially

paid by the contractor. AMC may support to get the temporary connection and may at its

diseretien get the same converted to permanent connection at the same of AMC if desired

do,and contractor shall as no extra cost support the same. In this case AMC my be as the

remaining cost subject to approval.

20 :- CONTINGENT FEE:

 The Contractor warrants that he has not employed any person to solicit or secure the contract

upon any agreement for a commission, percentage, brokerage or contingent fee. Breach of this

warranty shall give the Municipal Commissioner the right to cancel the contract or to take

any other measure as the Municipal Commissioner may deem fit. The warranty does not apply

to commissions payable by the contractor to establish commercial or selling agent for the

purpose of securing business.

 No officer, employer of the Municipal Corporation be admitted to any share or part of this

contract or to any benefit that may rise there from.

21:- OVERPAYMENT AND UNDERPAYMENT:

Whenever any claim fourths 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.

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

when detected not withstanding the fact that the amount of the final bill may be included by the

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

If, at any time, there should be evidence of any lien or claim for which owner might have

become liable and which is chargeable to the contractor, the owner shall have the right to retain

out of any payment then due or thereafter to become due an amount sufficient to completely

indemnify the owner against such lien or claim or if such lien or claim be valid the owner may

be or become due and payable to the contractor. If any lien or claims remaining, unsettled after

all payments are made, the contractor shall refund or pay to the owner all money that the latter

may be compelled to pay in discharging such lien or claim including all cost and reasonable

 Contractor shall not sub-let the work without permission of the authority.

 Joint venture and subcontracting shall not be allowed under this tender

Addendum or corrigendum conveying any change or correction in respect of the work shall form the

part of the contract documents. The full consideration shall be given to such addendum or

corrigendum before submission of tender duly filled in by the contractor. Therefore, the contractors

shall have to kindly refer the tender for such addendum or corrigendum published by AMC through

its website www.amc.nprocure.com & www.nprocure.com 48 hours prior to the deadline of

submission of the tender. Tenderers shall verify the number of addendum issued and enclose the

same with the tender documents , failing which the tenders shall be liable for rejection and no any

complaint in respect to this shall be entertained under any circumstances.

Seal and Signature of the Bidder Addl. City Engineer

Date: (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( C ) FINACIAL CONDITION

1. Cost and Currencies of Bidding

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

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

Currencies of Bid and Payment

 The rates and the prices shall be quoted by the bidder entirely in Indian Rupees

 All payments including advances, if any, shall be made in Indian Rupees.

2. Earnest Money Deposit :-

2.1 Bank guarantees (and other instruments having fixed validity) issued as surety for the bid shall

be valid for 28 days beyond the validity of the bid.

2.2 The EMD of the unsuccessful bidders, except for L1,L2 and L3 bidders, will be returned as

promptly as Early as possible as but not later than 28 days after the expiration of the period of bid

2.3 The EMD of the successful bidder, along with second and third lowest tenders, will be returned

when the bidder has furnished the required performance security and signed the agreement.

2.4 Earnest Money Deposit may be forfeited

a) if the bidder withdraws his bid 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) Furnish the required Performance Security or

ii) Sign the Agreement.

3. (A) Security Deposit :-

Within 15 (fifteen) Working days of the date of receipt of the Letter of Intent (LOI) the

successful bidder shall deliver to the Employer, a Initial Security Deposit Shall be submitted as

per C.E. Circular.in the form of a Bank Guarantee/ DD/Locle MICR cheque for an amount

equivalent to 5% (five percent) of the Contract Price .

Failure of the same shall make the contractor liable for any penalty as decided by AMC. At present a

policy is framed by Audit department of AMC to charge 4% interest for the balance period and

discontinuity period.

The Security Deposit to be provided by the successful bidder in the form of a bank guarantee

as per format shall be issued as per Memorendum of work.

(E) Retention :-

a). Retention @ 2% of the value of work done will be deducted from each RA bill. It will be

released along with release of payment of Final Bill.

4. Approved Bank: - As per Annexer -I

5. No advance for machinery or materials will be given.

6. Mobilization advance will not be given.

7. Quantities in B.O.Q. may vary up to any extent and contractor shall not claim any extra rate for

8. Penalty: - 10 percent of the balance work on Date of Completion Date or extended time

limit. & As per AMC Rule

9. Tax, Duties on Materials

All charge on account of Octroi ,excise duties, terminal tax, sales tax. Service tax, VAT

(exculding GST) etc. on material procurement or any other component for the works from any

source shall be borne by the contractors.

Special Clause:

As per construction works welfare cess Act – 1996 non-refundable one percent of tender amount

shall be deducted against works welfare cess.

Seal and Signature of the Bidder Addl. City Engineer

Date: (West Zone)

General terms & conditions

1. Tenderer should be registered in PWD/ in Govt. R&B /CPWD / AMC or equivalent

registration with any other state Govt. or institutions. Copy of registration should be attached with

tender document. Tenderer who was not registred in AMC must be get registred in panel of

approved AMC contractor.

2. A booklet of FORM B-1 of Gujarat State Roads & Building Department / Water Resources

Department with the correction slips made up to 15-08-1999 may be referred. (only English version)

Clause No. -2 liquidated damages for delay shall be overrule by A.M.C.’s M.C.circular no.- 9 dt.

3. In the specification “as directed" / "approved" shall be taken to mean "as directed /

"approved" by the Engineering in charge.

4. Wherever a reference to any Indian standard appears in the specifications, it shall be taken to

mean as reference to the latest edition of the same of force on the date of agreement.

5. In "Mode of measurement" in the specifications wherever a dispute arises in the absence of

specific mention for a particulars point / aspect, the same in the relevant Indian Standards shall be

6. All measurement and computations, unless otherwise specified shall be carried out nearest to

the following limits :-

i) Length, width and depth, Height 0.01 Meter

ii) Areas 0.01 Sq.mts.

iii) Cubic contents 0.01 Cu. mts.

In recording dimensions of work, the sequence of length, width and height (Depth) or thickness shall

7. Definite particulars covered in the items of work, though not mentioned or elucidate in its

specifications shall be deemed to be included therein.

8. Approval of the samples of various materials given by the Engineer in charge or AMC's

Consultant shall not absolve the contractor from the responsibility of replacing defective materials

brought on site or materials used in the work found defective at a later date. The contractor shall

have no claim to any payment or compensation whatsoever on account of any such materials being

rejected by the Engineer in charge.

9. The contractor’s rate for the item of work shall be for the work completed in all respect.

10. All materials including those of electrical shall be got approved by the Engineer in charge/

Architect before using them in the work.

11. Materials as and when rejected by the Engineer in charge or AMC's Consultant shall be

removed from the site of work within 24 hours.

12. All work shall be carried out in a manner as per standard engineering practice.

13. All tools, templates, machinery and equipment for correct execution of the work as well as

for checking lines, levels, alignment of the works & all precautionary measures during execution

shall have to be kept in sufficient numbers and in good working condition at the site of the work. All

excavated trench shall be kept covered with barricade and caution tap.

14. Special modes of the construction not adopted in general Engineering practice, if proposed to

be adopted by the contractor shall be considered only if the contractor provided satisfactory evidence

that such special mode of construction and completion of work to the required strength and quality.

Acceptance of the same by the Engineer in charge shall not however, absolve the contractor from the

responsibility of any adverse effect and concordance of adopting the same in the course of exaction

or completion of the work.

15. The contractor shall be responsible for observing the rules and regulation imposed under the "Minor

Mineral Act", and such other laws and rules prescribed by the Government from time to time.

16. All necessary safety measures and precautions (incl. those laid down in the various relevant

Indian Standard) shall be taken to engrave the safety of men, materials and machinery on the work

and also of the work itself.

17. Quantity measured in the tender is approximate. It may increase or decrease looking to the

quantum of actual work for which no any claim shall be entertained by A.M.C.

18. Contractor shall have to execute extra item if required or as per need of AMC.

19. The work in general shall be carried out as per standard specifications of the relevant items to

be executed & as per the instruction of Engineer in charge & as per the guidance of AMC's

Consultant for this project.

20. The general terms & conditions of the contract shall be applicable & shall be binding on the

contractor. The contract agreement shall have to be executed between AMC & the agency to which

work is awarded for execution.

21. For Tender amounting below 10 lakh LOI shall be issues within 3 days after received of

sanctioned tender and resolution.Within 10 days contractor has to submit SD and after reciveing SD

Work order shall be issue to contractor and the time limit shall be start from the date of issue of the

written work order to the contractor.

For Tender amounting above 10 lakh LOI shall be issues within 3 days after received of

sanctioned tender and resolution .Within 15 days contractor has to submit SD and after reciveing SD

work order shall be issue to contractor and the time limit shall be start from the date of issue of the

written work order to the contractor.

Security Deposit of 5% of sanctioned tender amount shall be deposited by pay order / demand

draft / cheque or Bank Guarntee of nationalized bank/scheduled bank only. Contractor shall have to

sign contract paper with AMC. The contractor shall be fined 4% of interest per year for delay in

submission of S.D and shall be deducted from contractor’s bill.

22. In case of any ambiguity in specifications mentioned in this tender, the interpretation given

by M.C. Or His Designeted Officer will be final and binding to the Contractor.

23. The contractor shall take no advantage of any apparent error or omission in drawing or

specification and the Engineer -in-charge shall make such corrections and interpretations as

necessary to fulfill the intent of the plants and specifications.

24. The quantities of items in BOQ (Bill of Quantities) may vary in case of necessity arises.

25. All prevailing taxes/duties chargeable by State Govt./Central Govt. and the Municipal

Corporation. will be payable by the contractor.

26. No any kind of price rise / price escalation / price variation for cement, steel or labour shall

27. Contractor is requested to see the site physically before tendering. He is also requested to

quote the rates keeping in view of all the points mentioned in relevant pages of tender documents.

28. Water Supply: The contractor shall arrange at his own cost, a suitable supply of piped water

for the construction of the works and provide a satisfactory supply of potable water for drinking,

washing, sanitation and cleaning down. The contractor will be responsible for all the costs where

applicable of connection, meter installation, water consumed, water required for testing purposes,

disconnection and the laying, maintenances and ultimate removal of any distribution system around

29. Electricity: Electric supply will be made available at the site by the Contractor and the

contractor must make his own arrangements with the Corporation and Electricity Supply Authorities

and with other contractors to connect and to take a supply from such services, paying all costs in

connection therewith.

The Contractor shall be entitled to use supply Electricity as may be available on the site for purpose

of the work and shall pay such charges as is fixed by the appropriate supply Authorities.

In case there is any delay in supply of power site of any interruption or fault in the power during the

work. No compensation shall be paid for idle labor staff, machineries and for use of diesel operating

sets etc. as the case may be.

30. Tenders shall submit all the valid/certified documents in support of their initial/eligibility

criteria mentioned above along with the bid. They shall have also to submit the income tax clearance

certificate and solvency certificate.

31. No advance such as secured advance machinery advance, mobilization advance or materials

advance will be given.

32. The contractor shall get the electrical works executed through the authorized Government

approved licensed electrical person or firm in appropriate category in accordance to contractual

33. The electrical works shall be carried out strictly in accordance with the directives issued by

Engineer in charge.

34. Contractors shall not have any dispute or claim for any kind of compensations

(i) If the quantity stipulated in the tender items varies or the scope of work changes &

thereby total amount of work increases/ decreases.

thereby total amount of work increases/ decreases.

(ii) If the work gets delayed/ postponed for some administrative/ technical decision what so ever.

35. In case of any dispute, decision of Municipal Commissioner shall be final and binding on the

36. Tenders which do not fulfill all or any of conditions or are submitted incomplete in any

respect will be rejected. Municipal Commissioner reserves the right to increase/decrease the scope of

work. No any claim to that effect shall be entertained. The Municipal Commissioner also reserves

the right to reject any or all the tenders without assigning any reason thereof.

37. The contractors are requested to quote their rates considering above tender conditions.

38. The contractor shall have to execute the contract agreement after received work order.

Even though in special case, If work is not started because of monsoon or any other special

reason (like site is not available and due to unavoidable circumstances arise), after evaluation of

situation the actual date of starting of work will be consider after approval of Dy.M.C. (West zone)

39. The Contractor shall not claim for increase or decrease in the quantity of the BOQ item or the

40. The R.A bill / final bill payment shall be made as per the latest A.M.C policy / circular for

the work done by the contractor.

41. Conditional tenders will not be accepted.

42. Contractor has to provide more then one number of gangs as per the works allotted and in

case of non providing of gangs and machinery at all sites ant any given time shall be trearted as

delayed by contractor and penalty shall be levied on per day delay as mentioned. (the amount shell

be as instructed earlier based on the tender amount).

43. Recovey and mention that the work allotment shall be considered valid based on call/whats

app/letter/email/massage.

Signature of contractor with seal Additional City Engineer (W.Z)

Date Ahmadabad Municipal Corporation

ybœtJtœ BGþrlrmvj ftuvotuhuNl

ftb btxulwk xftJthe œh Jt¤wk xuLzh ylu ftuLx[tfx

xuLzhh btxule Nh<tuu

1 y: yt xuLzh su <u Jdolt y.Bgw.ftu y&Jt fuLî{ y&Jt htsg mhfthle btLg gtœelt ftuLx[fxhtu Che NfNu.dJobuLxlt btLg

ftuLx[[tfxhu y.Bgw.ftuvtuo. bt btLg ftuLx[[tfxhtu le gtœebtkk hSMxuNl fhtJJtlwk hnuNu.

1 c: btLg ©uKelt ftuLx[tfxh <hefu ltuk^Kelwk «btKvºtle MJ «btKe< fhuj lfj xuLzh mt&u stuzJtle hnuNu.

1 f: xuLzhhle jtgft<

ftb sJtcœth xuLzhh <ubs su xuLzhh mwaJuj ftuLx[tfxhle ©uKebtk ytJ<t ntug <ubs ftb fhJt mûtb ntug <ublu s

ytvJtbtkk ytJNu. ftb yvt<t vnujt ftuLx[tfxhu ftb mkk<tu»tfthf <ubs xtRb jebexbtkk vwÁk fhJt sYhe mJj<,ylwCJ,

ûtb<t ylu VtgltLmegj hemtumo hsw fhJtlt hnuNu.

1 z: ybœtJtœ Bgwrlrmvj ctuzo XhtJ lk - 3836,<t.25/11/2011 &e b¤uj bkswhe ylwmth <&t mexe.Rsluh

mh¾gwjh,lk -17,<t.09/12/2012 bwsc ybœtJtœ Bgwrlrmvj ftuvtuohuNlbtk ftuLx[t¾xh hSMxuNl Ve,heLgwyj Ve

<&t yvd{uzuNl Ve ylu btv œkztu ægtlbtk htFe <u bwsc ybj fhJtltu hnuNu.

1 R: xuLzh Ch<t vnujt xuLzhhu mtRx rlheûtK fhe juJwk. xuLzhh ftblt «fth, ngt< hM<t, vtKe btdo, mkkath ylu

JvhtNlt ceò hM<tytu&e mkk<wÐ ntuJtlwk btle juJtbtkk ytJNu. xuLzhhu ftblu mtRx ylu rcÕzekkd(fu su ftb fhJt, ftb vwhwk

fhJt <&t ftblt buRxulLm btxu cltJuj ntug).<ubs xuLzhhu yt mtRxlt ftb btxu, rcÕzekkd btxu, gtzo, zevtu btxule

søgt vtu<tle he<u bu¤Je juJtle hnuNu. (xuLzhlwk ftb fhJt, ftb vwhwk fhJt <&t ftblt buRxulLm btxule søgt)

2: yt ftble mbg bgtoœt xuLzhbtk sKtÔgt bwscle hnuNu. (bubtuhuLzbbt sKtJuj «btKu)

3: xuLzh Jujezexe rvhegz xuLzhbtk sKtÔgt bwsc hnuNu. (bubtuhuLzbbt sKtJuj «btKu)

4: xuLzh Ch<e JF<u yluoMxble ChJtle hnuNu.

xuLzh Vtubo ylu ylwmwrabtkkle œhufu œhuf Ftje søgt xuLzh Chlthu Chuje yt mt&u btufjujt œM<tJus vh< fhJtlt hnuNu.

6: ftuLx[tfxhtuyu leaule ctc<tu ft¤SvwJof JtkkaJt rJlkk<e Au.

1) J^w fu ytuAtle xftJthelt œh Nçœtu <ubs ytkkfztbtkk ytvJt.

2) ftuR fkkvlelu ltbu xuLzh juJtbkkt ytÔgwk ntug <tu fkkvle J<e xuLzh vh mne fhlth Ôgrf<lu yr^f]< fh<wk bwFðgthltbwk

xuLzh mt&u hsw fhJtlwk hnuNu.

3) Bgwrl.ftuvtuohuNllt «J<obtl rlgbtu ylwmth yluMxble ChJtle hnuNu.ylu xuLzh mt&u cezJtle hnuNu.

4) ftuLx[tfxhu RLfbxuût mkkckr^< vtl lkch <&t cukf zexuRj ytvJtle hnuNu.

5) ftuLx[tfxh vtmu ydtWlt ylwCJt ykdult «btKvºttule lfj xuLzh mt&u hsw fhe NfNu.

6) xuLzh Nh<tu ylu MvuNeVefuNl <&t CtJ vºtflt œhuf vtlt ylu rJd<tu vh ftuLx[tfxhu mne fhJe.

7) <btb mw^tht, AufAtf ylu Dwkxujt jFtK vh ftuLx[tfxhu xwkfe mne fhJe.

7: AufAtf xuLzh Chlthlu sKtJJtbtkk ytJu Au fu xuLzh œM<tJustult jFtKbtk ftuR AufAtf fu VhuVth fhJt œuJtNu lrn ylu

ytJe ftuR AufAtf fu VuhVth juJtNu lrn, <ultkk jFtKbtkk ftuR Cwwj ntug <tu <ult vh l Dwkx<t Ftuxt jFtK fu ytkkfzt vh Auftu

bthelu <ult mtawk jFtK fu ytkkfzt MvÐ Wfju <u he<u jFJt. «ðguf mw^tht vh xwkfe mne fhJe.

8 y: xuLzh hsw fh<tkk vnujt Ftm fhelu xuLzhbtk œNtoJuj mwaltytulwk vtjl fhJtbtkk ytÔgw lrn ntug <tu xuLzh ybtLg

dKJtbkkt ytJNu <ule ltuk^ juJt rJlk<e Au. J¤e yt Vtubolwk bwFv]ƒ ylu ftuLx[tfxhtult btdoœNol btxu mtbtLg rlgbtu

ylu mwaltytu vK ft¤SvwJof JtkkaJt rJlkk<e Au.

1) ftuRvK fthK œNtoÔgt rmJtg ftuRvK fu c^t xuLzhtu yMJefth fhJtltu nf yctr^< hnu Au.

8 c: Wvhle ctc<tu Wvhtkk< xuLzh leault mkkstudtubtkk <h< ybtLg XhJtlu vtºt &Nu.

1) xuLzh Chlth, rlg< ftb y&Jt ftb btxu bkswh fhuj y&Jt CtJ vºtflt ftuR ftuz y&Jt vîr< y&Jt rJd<tubtkk

bwfuj Nh< y&Jt mw^thtbtkk ftuR VuhVth mwaJ<t ntug.

2) xuLzhlwk ftuR vtlwk fu vtlt ftZe ltkkÏgwk/ltkkÏgt ntug fu cœÕgwk/cœÕgt ntug.

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<btkk œhuf Ctdeœth y&Jt <u ykkdulwk bwFðgthltbwk ^htJlth Ôgrf< mne l fhu y&Jt

xuLzhbt <u btxu htFJtbtkk ytJuje søgtbtkk mne/mneytu Wvh ftuR mtûteyu mtF fhe l ntug.

8 f: Nh<e xuLzh MJefthJtbtk ytJNu lne.

8 z: xuLzh MJefthJw , hœ 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 ykkdu ftuLx[tfxh ftuRvK «fthltu lwfNtle fu J¤<hltu nff œtJtu fhe NfNu lrn fu

ftgœtfeg ftgoJtne yt ykkdu &R NfNu lrn. xuLzh bkswh &gtltu y&o ftb ytve s œuJtlwk Au <uJtu &R NfNu lrn.

9: rJmkkdr< ylu rnmtc stud:

nt& ^hJtlt ftbtule ctc< œNtoJ<t CtJ vºtf btklt sÚ&t ylu hfble ftuRvK Cwjawf leault rlgbtu ylwmth mhCh

fhJtbtkk ytJNu.

1) xuLzh Chlthu œhlt Ftltbtkk sKtJuj Nçœtu ylu ytkkfzt Jåau ftuR ymkkdr<lt fumbtkk Nçœtubtkk sKtJuj hfb btLg htFJtbtkk

2) yufb œh ylu sÚ&tlt Ftuxt dwKtfthlt fthKu ftble ctc<tu œNtoJ<e CtJ vºtf lt Ftltbtkk&e hfbbtkk Cwj sKtg

<tu yufb œh btLg htFJtbkkt ytJNu ylu œhlt yt^thu dwKtfth mw^thJtbkkt ytJNu.

3) yufblt Ftltbtkk&e <ubs ytd¤ Fuka<t mhJt¤tle <btb Cwjtu mw^thJtbkkt ytJNu.

4) ctc<tu y&Jt mhJt¤t mtbu vwhu ytkkfzu fhuj ftuR vK ctc< ægtlbtkk juJtbtkk ytJNu lrn.

10y: ftbltu «tud{um mbg bgtoœt bwsc fhJtltu hnuNu.

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

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

10c: mûtb m•tt îtht xuLzhle bkswheltu XhtJ vtzgt ctœ ( LOI) ytvJtbtk ytJNu ðgth ctœ rœl - 15 btk rm¾gtuhexe

zevtuÍex sbt fhtJJtle hnuNu. rm¾gtuhexe zevtuÍex btuze ChJtlt rfMmtbtk Bgwrl.ftuvtuohuNlbtk «J<obtl rlgb ylwmth

ftgoJtne fhJtbtk ytJNu.

10f: bkswh &guj xuLzhle mbgbgtoœtbtk ftbdehe vqKo l &tg <tu mbgbgtoœt ctœlt FhuFh ctfe ftble hfblt 10% juFu

(jefJezexe zubuSm) vulÕxe Jmwj fhJtbtk ytJNu.

xuLzh Chlthu yu Jt< mbS juJtle hnuNu fu <uKu xtkkfujt œh vwhtk &gujt ftb btxult Au ylu <ubtk bswhe, vtjF, ÃjtLx,

œuFhuF,mhJem-ftbdehe, Jes¤e, htugÕxe ylu ytufx[tug Jduhu ykkNu <btb Faoltu <&t sYh sKtg <tu ylu ðgthu

ht<vt¤elt ftblu juJt c^t J^thtlt Faoltu mbtJuN &Nu ylu xtkkfujt CtJ fu œh fh<t J^thtle ftuR awfJKe ykkdult

<ublt ftuR œtJt ægtlbtkk juJtNu lnekk ylu xuLzh Chlth Ftuxe hswyt<lu fthKu y&Jt ftuR Ôgrf<yu(vAe<u ctkk^ftb

rJCtdltu fboathe ntug fu l ntug)<ublu ytvuje btne<elu yt^thu vtA¤&e ftuR œtJt hsw fhJt nfœth hnuNu lnekk. <ublw

xuLzh ChJt <&t <ubtkk swœt swœt CtJ ylu œh ChJt btxu sYhe yuJe <btb btne<e vtu<tlt vûtu l bu¤Je NfJtlu fthKu

vtu<u xuLzh hsw fhJtlu je^u y&Jt <ubtkk&e WCt &<t ftuR stuFb fu sJtcœthebtkk&e Axfe NfNu lnekk. mœh ftbbtk ftuR

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

11 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 ckDlf<ot hnuNu.

11 f: ftuLx[t¾xhlt œhuf hlekd cejbtk&e ftuLx[t¾xhlu awfJJtle &<e fwj hfb Wvh (xuLzh bwsclwk vubuLx +

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

11 z: htsg / fuL÷ mhfth©elt JF<tuJF<lt ftgœt bwsc su ftuR hfble fvt< fhJtle &Nu <u bwsc ftuLx[[tfxhlt cejbtkk&e

fvt< fhJtbt ytJNu.

12: yu)fhth mkkc^e œM<tJustu fhthlt ydðglt Ctd dKtNu ylu <u mD¤t mne<lt fhth mbd{ ftblu jtdw vzNu.

ce)xuLzhbtk œNtoJuj ftb mkkck^e œM<tJusbtkk œNtoJuj rJd<btkk rJmkkd<<tlt rfMmtbtk leau œNtoJuj ¢btlwmth

œM<tJusbtkk œNtoJuj rJd< d{tng htFJtbkkt ytJNu.

yu) yufb ylu fœ

2) xuLzh Vtubolwk CtJvºtf

z[tuRkdbtk fœ, ytfth, ytkkfzt fœta Ftuxt ntug <tu btvujtkk fœ, ytfthlu ylwmhJwk.

2) xuLzh Vtubole ylwmwra-ce

Cwj Chujt fu Ftuxt JKollt rfMmtbtkk yt mkkck^e Wvhefûttyu rJmkkd<<t ykdule ltuk^ bwfe

yuze.me.R/zu.Bgwrl.frb./Bgwrl.frb.le bkswhe bu¤JJtbtk ytJNu ylu <u bwsc fhJtbkt ytJuj rlKog ykkr<b

dKJtbkkt ytJNu.

13 : xuLzhhu z[tuRkd fu MvuNeVefuNlbtkk hnuje ftuR ûtr< fu Ftbeltu duhjtC juJtle fturNN l fhJe ylu Rsluh Rl-atsuo Ãjtl

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

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

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

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

sJtcœthe (òlbtj) ftuLx[tfxhle vtu<tle hnuNu. mtRx Wvh ftb œhBgtl bswhtu fu sl<tlt ftuR btKmlt òlbtj lu

lwfNtl &tg <ule sJtcœthe ftuLx[tfxhle hnuNu.vtujem Vhegtœ &tg <tu <ule sJtcœthe vK ftuLxtfxhle hnuNu. CuFz

Dme l vzu <ule sJtcœthe vK vtujem Vhegtœbt ftuLx[tfxhle hnuNu.CuFz Dme l vzu <u btxu mjtb<elt vdjt (suJt fu

œtuhzwk ctk^e bswh Ftztbtkk W<thJt, mtuhekkd ylu Mx[[xekkd fhJt rJduhu) je^t Jdh bsqhlu Ftztbtkk W<thNu <tu ftuLx[[tfxh s

vtujem Vhegtœbt sJtcœth hnuNu ylu Bgwrl.ftuvtuohuNlltu ftuRvK MxtV ytlt btxu sJtcœth hnuNu lrn.ytxjwk mbSlu

s xuLzh ChJwk. Bswhtultu rJbtu vK W<thJtu.

17 : ftuLx[tfxh îtht xuLzhbt œNtoJuj MveNeVefuNl bwsc MxtLzzo bxehegÕm MvuNeVefuNl bwsc jtJJtlt hnuNu.<&t sYh

sKtg <tu xuMxekd fhtJJtlwk hnuNu.<&t yt ykdu «Joðbtl Bgwrl.ftuvtuohuNlt rlgb bwsc 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< rœl 1btk vh< jR sJtltu hnuNu.

yLg&t <ule lwfNtlle sJtcœthe ftuLx[tfxhle hnuNu.

20 :ftuLx[tfxhlu su ftuLx[tfx ytvJtbtk ytJu Au.<ubt mhfth©elt «Joðbtl rlgb bwsc ve.yuV/juch

yufx/vtujemlt ftgœtlw vtjl fhJtlwk hnuNu <&t yt ykdu Bgwrl.ftuvtuohuNl îtht su btne<e btkdJtbtk ytJu <u ytvJtle

21: ftuRvK ftgœtfeg jexeduNl ybœtJtœ 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 sJtcœthe ftuLx[tfxhle hnuNu.

24: yt xuLzhbtkk stu ftuR ytRxb hne dR ntug <tu <u y&tJ 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.

25: atjw ftb œhBgtl «tuxufNlle mkvwKo sJtcœthe ftuLx[[tfxhle hnuNu. subtkk vevzt,œtuhzt, Cgmwaf ctuzo,ÃjtMxef vxe,rJ.

ftuLx[tfxhu jtJJtlwk ylu mtaJJtlwwk hnuNu. ylu ftuRvK yfMbt< &Nu <tu <ule mkkvwKo sJtcœthe ftuLx[tfxhle hnuNu.

26: M&¤ Wvh atjw ftbdehe œhBgtl ftb fhlth ftuLx[tfxhlt bswh / fboathe y&Jt yLg Ôgrf<lt yfMbt<lt rfMmbtk

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

27: stu MxtV mqalt ytvu <u bwsc mwalt vtu&e ftuLx[tfxhu htFJtle hnuNu. <ubt œhhtus fhuj ftbdehe <&t yr^ftheytuyu

ftb mw^thJt fu vtu{d{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 mððtt yuze.mexe yuLSlehgh©elu hnuNu.

28: œhuf ytRxblt MvuNeVefuNl ybœtJtœ Bgwrlrmvj ftuvtuohuNlltk bkswh &guj <&t btLg htFuj MvuNeVefuNl Nh<tu

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

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

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

29: juch JuÕVuh Vkkz btxu ntjbtkk htsg mhfth©eyu fhuj nwfb bwsc 1%(yuf xft) hfb cejbtk&e ftve juJtbt ytJNu.

30: su ftbtubtk atubtmtlt mbgdt¤tlu ctœ ytvJtle Nh<tultu WÕjuF ntug ðgtk atubtmtltu vehegz <t.15 swl &e

mÃxuBch Mþ^eltu dKJtbtk ytJNu. yt mbg œhBgtl ftuLx[tfxh îtht ftbdehe fhe Nftg <ub l ntug <tu <u mbgdt¤tu ctœ fhe

ftble mbgbgtoœt dKJtbtk ytJNu <&t sYhegt< Bþscle xtEb jebex J^the vK ytvJtbtk ytJNu.

31: ftuLx[tfxhu «J<obtl ybœtJtœ Bgw. ftuvtuohuNl lt JF<tuJF< lt mhfgwjh bwsc ve yuV,Jux <&t ylu muÕm xuût lu

jd<t vwhtJt vubuLx fh<e JF<u sYh vzu&e hsw fhJtlt hnuNu.

32: dwsht< mhfth©elt ©b ,futuNÕg rJftm htusdth rJCtdlt XhtJ ¢btf :LED/WRT/e-

file/11/2024/0293/M2 mraJtjg,dtk^eldh,<t.15.02.2024 bwsc fboathe ©bgtudele studJtR

vhevwKo &tg <u mwrlrµ< fhJtlwk hnNu.

yufhthlwk Vtubo

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

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

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

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

ftuLx[tfxhle mne - rm¬tu yuze.mexe yuLSlegh

btuctEj lkch mt&u (vrùb Ítul)

AHMEDABAD MUNICIPAL CORPORATION

ENGGNIERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 18 months (Including Monsoon) after the order to start the works.

Progress of work should be in proportion to time limit. The details of reinforcement of R.C.C. work

shall be as per design and instructions of Add. City Engineer and his order will be considered final.

The contractor shall have to maintain account of steel, cement and other materials that may

be brought by him on site. This account shall be regularly maintained and kept open for inspection

by Municipal Staff. Watering of all the items shall be as per instructions otherwise no payment shall

be made to contractors. Mixing of concrete shall be done by concrete mixer machine. Arrangements

of binding vibrator for R.C.C. works if required shall have to be made by the contractor .

The contractor shall be remain responsible for Workmen’s compensation if any accident. The

contractor shall arrange for barricading at night and arrangement of Pagi at night to direct the traffic.

He shall be responsible for any damage to public. If any incident happen, during the execution of

work. In case of dispute for unseen or overlooked items the decision of the Dy. City Engineer shall

be final. The contractor shall have to give site clean of all rubbish during the work and at the time of

completion of work and hand over the site with final finishing of the work as directed. All the

rejected materials shall be removed from site within 24 hours by contractor at this risk and cost.

Debris shall have to cart daily from site.

For mixing mortar either for masonry or for plaster or for any other purpose contractor shall

have to prepare through of bigger size and mix the mortar in the required proportion. In on case he

shall be allowed to mix the mortar either on floor or any finished surfaces. The contractor shall have

to make his own arrangement for water required for the work.

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 Add.C.E. as per the rate analysis based on latest

SOR or if item is not available in SOR than based on current market rates. In case of extra item

decision of Add. City Engg. shall remain final regarding rate.

If in the interest of the Corporation it is necessary to change either any site or the design of the

propose work the contractor shall carry out the same at his quoted rates without charges any extra

and the contractor will have to carry out the works and he will be paid at the rate quoted by him. No

claim for extra rate for subsequent changes in site and design is entertained.

The cubical contents of the cement bag shall be taken as 1-20 cft. Per bag and the contractors shall

have to prepare the measures boxes according to this measure.

Octroi exemption passes shall not be given for any materials required for the work. Contractor will

be fully responsible for compliance of the various provisions under contract Act. 1970 and the Rules

framed the to under.

The tender for the work shall remain open for a period (120) days from the date of opening of the

tenders for this work and that the tenderer shall not be allowed to withdraw on modify the offer on

his own during the period. If any tenderer withdraw or makes any modifications or addition in the

terms and conditions of his tender not acceptable to the Municipal Corporation the Municipal

Corporation shall without prejudice to any right or remedy be at liberty to forfeit in full the said

earnest money and black list the contractor.

If work is not started within specified time limit the penalty as per rule & tender condition delay of

start shall be recovered separately from the immediate bills payable to the contractor. Contractor has

to make his own arrangement for procurement of steel and cement.

Contractors should note the following conditions carefully:-

i) Conditional tender shall not be accepted.

ii) All tenders are to be submitted in duplicate without which the tenders are liable to be

iii) In case of tender downloaded from website, tender fee & EMD should be submitted in form

of demand draft

iv) Condition of Form - B1 Standard Specification of material & code of practice will be

applicable. Form B1 can be is available in website. Specification shall be as per ' R& B

Dept. - Govt. of Gujarat booklets of Building Works & and Road Works Specifications

published by Gujarat Book Depot, Sector-21. Gandhinagar.

CONTRACTOR'SSIGNATURE

ADDL.CITYENGINEER

& STAMP (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT (WEST ZONE)

of Making New RCC roads In Motera And Sabarmati Area Of Sabarmati Ward, West Zone

Sr. No. Quantity Item Description Per Amount in Rs.

Box cutting in all sorts of soil & murrum incldg.

1 1086 conveyaning , breaking clods spreading the stuff 127.13 Cmt

as & where dire. With in a lead of 50 mt . from

end of cutting.

Conveyance charge of earth , lime, murrum,

2 1369 building rubbish, manual garbage, sludge, 52.42 Cmt.

excavated rock ,fly ash,aggregate of any kind etc.

comp.up to 5.0 Km. lead

Dismantling the following including loading,

unloading and disposal of unserviceable material

for all lead or as directed by Engineer-In-Charge

3 and stacking the serviceable material and

backfilling the resulting trenches and pits

a. 15 central verge -kerb stone 8 Rmt

Dismantling tiled or stone floors laid in

b 2300 mortar including stacking of serviceable 27.44 Smt

material and disposal of uservicalble

material with all lead and lifts.

Demolition & disposal of unservisable material

c 15 with all lead and lift for unreinforeced concrete. 348.1 Cmt

Demolition of brick work & stone masonry

including stacking of serviceable materials and

disposal of unserviceable materials with all lead

and lift (1) In cement mortar.

Demolition including stacking of serviceable

e 15 materials and disposal of unserviceable materials 604.74 Cmt

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

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

4 397 mix design of specified grade for reinforced 4853.56 Cmt

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

Provdg. Form work of ordinary timber planking so

as to give a rough finish incl. centering,

shuttering, strutting and propping etc.height of

5 165 propping and centering below supporting floor to 99.79 Smt

ceiling not exceeding 4 M & removal of the same

for in situ reinforced concrete and plain concrete

work in (A) Foundation, footing, base of column

& mass concrete

Providing TMT bar reinforcement for R.C.C

6 6944 works includings bendings, binding and placing in 63.1 KG

position complete upto floor two level.

P/A Trimix with dewatering machine and floater

7 2546 machine on constructed RCC work incl.cost of 48.21 Smt

machine and labour etc comp as directed.

(Approved Rate)

Making 15 mm groove in RCC work on road and

8 1653 filling it with polysulfied selant and finished it 26.78 Rmt

good incl.all labour charges etc comp as directed.

(Approved Rate)

Raising of Exisiting manhole. Item includes,

cutting of existing road surround by manhole by

dimond cutter machine,dismantling of road in

confined area by breakermachine and Carting of

dismantled materi raise the manhole at road level

in CM 1:3.Item also included fixing of manhole

9 50 fram at exact road level by using master emaco S 6815.32 No.

488 trowelable fiber rein forced thixotropic repair

mortar material, laying of concreret made from

master emaco S 346 Flowable Micro concrete

material in desired thickness and plate compactor

machine rate also included necessary plaster at

inside of manhole in CM 1:3 in 20 mm thickness

on raised brickworkal. Item also includes nessary

RCC Precast M.H.Frame & Cover Manufacture

supply & Delivery at store or at side of work

10 Precast RCC M200 Frame & Cover Suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat , cutting mold work etc.

50 Frame Suitable for 50 Cm opening of MH 1314 No.

Providing and laying cement concrete 1:3:6 (1

11 364 Cement :3 coarse sand : 6 hand broken stone 2339.59 Cmt.

aggregate 40 mm nominal size) and curing

complete. excluding cost of form work in

Provdg. & laying cement concrete 1:5:10 (1

cement : 5 coarse sand : 10 hand broken

stone aggregates 40 mm nominal size) 1802.24 Cmt

and curing complete excluding cost of

Providing and Laying of Rubber Moulded

Paver Block Grey/Coloured 60 mm thick, M-35

Grade of any size ; shape (Usually Uni-Paver

Blocks) using black trap good quality

aggragate of 20 mm nominal size for footpath,

parking areas, service lanes and other

areas as mentioned in the drawing /

instruction of engineer in charge. Cost

includes formworks using rubber mould, Rate

providing and laying paver blocks as per

required grading and specification. The paver

block shall be mechanically compacted. The

work of paving blocks shall be executed in

line and level by skill mason of flooring work

only. It should be laid in such a way that the no

cutting of the paver block to be necessary. if

cutting of paver block necessary then it

should be cut by machine only and carting.

The finished surface of the paver block shall

have resonably good, plain finished. Paver blocks

shall be compacted and shall be relaid if

necessary. Gravel or such type of materials shall

not be allowed for production.

Laying on 5cms thick sand beddding.

Paver Block Providing and laying shot

blasted Non - interlocking, Paver blocks of

specified thickness, size, grade of concrete and

colour machine made and blasting by

automatic shot blasting machine and high

density of as per approved sample of approved

make for footpath, parking areas, service

lanes,cross over and other areas as mentioned in

the drawing. Including providing and laying

50 mm thick averave bedding layer of coarse

sand below paver block as per required grading

and specification. Laid paver block shall be

mechanically compacted. The work of the paving

14 50 blocks shall be executed in line and level by 669.65 Smt

skilled mason of flooring work only. Small size

of paver block with same specification shall be

used at residue or at end. It should be laid in such

a way that the no cutting of the paver block to be

necessary. If cutting of paver block shall be

required , than cut by machine only and laying

to be done by skilled flooring mason. The

finished surface of the paver block shall have

coarse sand Texture Finish. Pave blocks shall be

compacted and shall be re-laid if necessary.

Actual laid area shall be measured and paid

without any wastage. (A) 60 mm thick M-35

Providing & Supplying ISI Standard RCC pipes

(of sulphate resisting cement) in a standard

lengths of following class & dia meter suitable for

socket-spigot type including all taxes , insurance,

transporation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to

departmental stores, staking etc complete (IS

458:1989) Cltss NP-3, test pressure 0.7/kg/sqcm.

Rate also includes supplying RCC collar for RCC

15 pipes including taxes, carting, loading, unloading,

etc complete. Including labour work for lowering,

laying, jointing, RCC pipes loading, unloading,

etc complete. Including labour work for lowering,

laying, jointing, RCC pipes in CM 1:1 1/2 of

following diameters in proper position, grade and

alignent at all as directed by engineer in charge.

inlcuding conveyance from store to site of work

labour giving hydraulic testing and all necessary

testing as per IS code (RCC pipe Horizontal cast)

33 300 mm diameter 888.37 Rmt

Constructing Bombay Pattern Type Catch Pit of

size 0.60 x 0.60depth up to 1 mt including

excavation, B.B.C.C. (1:5:10), 23 cmsthick brick

16 33 maso. wall in the prop. of CM (1:6) with 40 mm 3110.8 Nos

thickIPS flooring in the prop M15 at bottom and

15 mm thick cementplaster inside the catch pit in

the proportion of CM (1:3) with outjali etc. comp.

CatchPit Jali (Heavy duty) Fixing P/F FRC catch

17 42 pit jali with frame 600mm x 600mm clear opening 1377.64 Nos

etc. comp.. As directed by engineer in charge

Extra rate over item of excavation of earth for

excavation of asphalt pavement / RCC of

thickness up to 0.20 meter including demolishing

the asphalt carpet, metal,s oiling/cutting

Reinforcement etc.comp. with stacking the

material as directed.

Up to 0.30 meter (By any type of Breaker

b 868 Machine or R.C.C.Cutter machine including cost 177.76 Smt

of operator, fuel, & transportation etc complete.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

1. The AHMEDABAD MUNICIPAL CORPORATION, (Hereinafter called “the Employer”)

invites sealed Tender document from reputed and qualified bidders for the construction of

Works detailed in the Table below:-

Sr.No Name of Works Approximate Bid Security Completio n

value of works (Rs.) Period

1 Making New RCC roads In 49,99,405.31 50,000.00 12 Month

Motera And Sabarmati Area Of

Sabarmati Ward, West Zone

2. T e n d e r (a complete set of bidding document) fee shall be Rs.1500/- in the form of

Demand Draft / Pay Order from any Nationalized Bank in favor of MUNICIPAL

COMMISSIONER, Ahmedabad, payable at Ahmedabad, which shall be non refundable. The

fees shall be paid at the time of submitting the tender.

3. Interested bidders shall download the tender documents from website

http://amc.nprocure.com and http://nprocure.com. tender fee as mentioned in clause 2 above

shall be paid by the bidder at the time of bid submission.

4. All bids must be accompanied by Bid Security of the amount specified for the Works in the

above Table payable at Ahmedabad and drawn in favor of AHMEDABAD MUNICIPAL

CORPORATION, Ahmedabad. Bid Security will have to be in any one of the forms as

specified in Clause of ITB (Instructions to Bidders).

5. All Bids must be delivered to Assistant Manager "North West Zone, Zonal Office", Nr.

Atithi Hotel, Bodakdev Ahmedabad. Not later than 18:00 PM Dt.06.03.2026 upto

Seal and Signature of the Bidder Addl. City Engineer

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL CONDITION

1. Contractor shall produce the relevant registration certificate of AMC / State Govt /Central

2. Contractor shall register the work to labour commissioner as per labour act.

3. Contractor shall not sub-let the work without permission of the authority

4. Contractor should have sufficient skilled and unskilled laborers so that he shall start work at

different sites simultaneously. Contractor's having labour force available during festivals

shall only apply. Contractor can not stop the work due to on availably of labour force. In case

progress is delayed, contractor shall be penalized 0.1% of Tender amount per day for work

done after time limit, maximum up to 10% for remaining work.

5. Bitumen rate difference will be paid as per tender conditions, if applicable.

6. Advance payment / machinery advance will not be paid.

7. Payment of running bill will be made as per recent A.M.C. policy in force.

8. No extra payment will be made due to increase of central / state Govt. Taxes.

9. If the work is not completed within time limit the penalty will be recovered from immediate

bills of contractors.

10. If the material i.e. MH cover C.C block etc. supplied from Municipal Corporation store then

contractor shall not claim for any extra rate for non execution of such item, partly/fully.

11. In the specifications, "as directed"/"Approved" shall be taken to mean, "as

directed"/approved" by the Engineer-in-charge.

12. Wherever a reference to any Indian Standard appears in the specifications, it shall be taken to

mean as a reference to the latest edition of the same in force on the date of agreement.

13. In "Mode of Measurement" in the specifications wherever a dispute arises in the absence of

specific mention of a particular point or aspect, the provisions on these particular points, or

aspects in the relevant Indian Standards shall be referred to.

14. All measurements and computations, unless otherwise specified, shall be carried out nearest

to the following limits:

(i) Length, width and depth (height)------- 0.01 Meter.

(ii) Areas -----0.01 Sq. Mt.

(iii) Cubic Contents ------0.01 Cu.Mt.

15. The distance, which constitutes lead, shall be determined along the shortest practical route

and not necessarily the route actually taken. The decision of the Engineer-in-charge in this

regard shall be taken as final.

16. Where no lead is specified, it shall mean "all leads"

17. Lift shall be measured from plinth level.

18. Definite particulars covered in the items of work, through not mentioned or elucidated in it,

specifications shall be deemed to be included there in.

19. Reference to specifications of materials as made in the detailed specification of the items of

work is in the form of a designation containing the number of the specification of the

material and prefix 'M' e.g. 'M-5'.

20. Approval to the samples of various materials given by the Engineer-in-charge shall not

absolve the contractor from the responsibility of replacing defective material brought on site

or materials used in the work found defective at a later date.

21. The contract rate of the item of work shall be for the work completed in all respects.

22. No collection of materials shall be made before it is got approved from the Engineer-in-

23. Collection of approved materials shall be done at site of work in a systematic manner.

Materials shall be stone at site of work in a systematic manner. Materials shall be stored in

such a manner as to prevent damage, deterioration or intrusion of foreign matter and to-

ensure the preservation of their quality and fitness for the work.

24. Materials, if and when rejected by the Engineer-in-charge, shall be immediately removed

from the site of work within 24 hours.

25. No materials shall be stored prior to, during and after execution shall be kept in sufficient

numbers and in good working condition on the site of the work.

26. All works shall be carried out in workmanlike manners per the best techniques for the

particular item.

27. All tools, templates, machinery and equipment for correct execution of the work as well as

for checking lines, levels, alignment of the works during execution shall be kept in sufficient

numbers and in good working condition on the site of the work.

28. The mode, procedure and manner of execution shall be such that it does not cause damage or

over loading of the various components of the structure during execution or after completion

of the structure.

29. All necessary safety measures and precaution (including those laid down in the various

relevant Indian Standards) shall be taken to ensure the safety of men, materials and

machinery on the works as also of the work itself.

30. The testing charges of all materials shall be borne by the Contractor unless recovery at one

percent towards testing charges is separately made.

INSTRUCTION TO TENDERERS

TENDER VALIDITY PERIOD:

The tender shall be kept valid for acceptance for a period of One Hundred Twenty Calendar

days (120) from opening of price bids.

SECURITY DEPOSIT

Within 10 days of receipt of Acceptance from the Corporation, the successful tender shall

furnish to the Corporation Security Deposit of 5% (Five Percent) of the contract price cheque or

Bank Guarantee, pay order, or demand draft of Nationalized Banks and Schedule Banks only.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 12 month period after the order to start the works. Progress of work

should be in proportion to time limit.

The contractor shall be remain responsible for Workmen’s compensation if any accident. The

contractor shall arrange for barricading at night and arrangement of Pagi at night to direct the traffic.

He shall be responsible for any damage to public. If any incident happen, during the execution of

work. In case of dispute for unseen or overlooked items the decision of the Dy. City Engineer shall

be final. The contractor shall have to give site clean of all rubbish during the work and at the time of

completion of work and hand over the site with final finishing of the work as directed. All the

rejected materials shall be removed from site within 24 hours by contractor at this risk and cost.

Debris shall have to cart daily from site.

For mixing mortar either for masonry or for plaster or for any other purpose contractor shall have to

prepare through of bigger size and mix the mortar in the required proportion. In on case he shall be

allowed to mix the mortar either on floor or any finished surfaces. The contractor shall have to make

his own arrangement for water required for the work.

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 Add.C.E. as per the rate analysis based on latest SOR or if

item is not available in SOR than based on current market rates. In case of extra item decision of

Add. City Engg. shall remain final regarding rate.

If in the interest of the Corporation it is necessary to change either any site or the design of the

propose work the contractor shall carry out the same at his quoted rates without charges any extra

and the contractor will have to carry out the works and he will be paid at the rate quoted by him. No

claim for extra rate for subsequent changes in site and design is entertained.

The cubical contents of the cement bag shall be taken as 1-20 cft. Per bag and the contractors shall

have to prepare the measures boxes according to this measure.

Octroi exemption passes shall not be given for any materials required for the work. Contractor will

be fully responsible for compliance of the various provisions under contract Act. 1970 and the Rules

framed the to under.

The tender for the work shall remain open for a period (120) days from the date of opening of the

tenders for this work and that the tenderer shall not be allowed to withdraw on modify the offer on

his own during the period. If any tenderer withdraw or makes any modifications or addition in the

terms and conditions of his tender not acceptable to the Municipal Corporation the Municipal

Corporation shall without prejudice to any right or remedy be at liberty to forfeit in full the said

earnest money and black list the contractor.

If the work is not carried out within the specified time limit. from the date of order to start the work

the penalty of Rs.- (As per Form - B1) per day of delay shall be recovered from the immediate bills

payable to the contractor. Contractor has to make his own arrangement for procurement of steel and

Contractors should note the following conditions carefully:-

1. Conditional tender shall not be accepted.

2. All tenders are to be submitted in duplicate without which the tenders are liable to be

3. In case of tender downloaded from website, tender fee & EMD should be submitted in form

of demand draft or in cash.

4. Condition of Form - B1 Standard Specification of material & code of practice will be

applicable. Form B1 can be is available in website. Specification shall be as per ' R& B Dept.

- Govt. of Gujarat booklets of Building Works & and Road Works Specifications published

by Gujarat Book Depot, Sector-21. Gandhinagar. CONTRACTOR'S SIGNATURE

ADDL.CITY ENGINEER & STAMP (North West Zone) Mobile No.:-

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (West Zone)

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

Clause : 1 Contractor shall not employ any child having age 5 to 15 years as it is prohibited by Child

Labour Prohibition and Regulation Act 1986. Hon'ble Supreme Court has given certain guide

lines and as per the guide lines. If child labour is employed on the site work, the contractor

shall have to deposit Rs. 20,000.00 (Rupees Tw enty thousand only) in the child labour

welfare fund. If the employer refuses to deposit then action will be taken for contempt of

Supreme Court Judgement and also will be prosecuted by concerned authority. Because of

the breach of any provision of child labour prohibition and regulation Act 1986 by the

Contractor & Municipal Corporation becomes liable to pay any amount then the Municipal

Corporation shall recover the said amount from the contractor.

Clause : 2 The Standing Committee has decided to deduct 1/2% amount from each running bill as

per its Reso. No. 1783 Date 06--02-97, but the Municipal Corporation Board has recently

decided that the actual testing charge is taken and the remaining amount is refundable at the

time of final bill (As per Muni. Board Reso. No. 123 dated 25-02-97)

Clause : 3 Contractor has to follow prevailing Labour act and has to maintain labour register

acordingly,and has to follow other govt.rules.

Clause : 4 Quantity taken in tender are tentative and may differ as per execution of work. No claim

shall be entertain regarding QUANTITIES.

* MODIFICATION OF DOCUMENTS

Modification of specifications and correction/corrigendum in respect of the work if required will be

made by A.M.C. The same shall be placed on A.M.C website which may be downloaded by the

tendrers enclosed along with the tender duly signed. These shall form a part of tender. The tenderer

shall not add or amend the text of any of the documents except in so far as may be necessary to

comply with any addendum.

* ADDENDAUM / CORRIGENDUM .

Addendum or corrigendum conveying any change or correction in respect of the work shall form the

part of the contract documents. The full consideration shall be given to such addendum or

corrigendum or correction before submission tender duly filled in by the contractor. Therefore, the

contractor shall have to watch such addendum or corrigendum or correction published by A.M.C

through its website www.egovamc.com. Tenderes shall verify the number of addendum issued and

enclose the same with the tender documents,failing which the tender shall be liable for rejection and

no any complaint in respect to this shall be entertained under any circumstances.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (West Zone)

AHMEDABAD MUNI CIPAL CORPO RATI ON ENGI NEER DEP ARTMENT

TECHNICAL SPECIFICATION

Name of Work ;- Making New RCC roads In Motera And Sabarmati Area Of

Sabarmati Ward, West Zone

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

Item No. 1 :: Box cutting the road surface to proper slope and camber for making a base

for road work including removing the excavated stuff and depositing on the

road side slope as directed upto 200 Mt.lead

Road way excavation shall consists of excavation in all sorts of soil incl. removal and satisfactory disposal of all

excavated materials and necessary for the construction of roadway, side ditches and water ways, in accordance with the

requirements of those specifications and in the lines, and cross sections shown on the drawings of indicated by the

Engineer. This work shall include the hauling and stacking of or hauling to sites of also the disposal of unsuitable cut

materials in specified manner the training and finishing of the road way.

Construction operations :

After the site has been cleared, the limits of excavation shall be set out true to lines, curves slopes grades and sections as

shown on the drawings or as directed by the Engineer. The contractor shall provide all labour survey instruments and

materials, such as strings, pegs, nails, bamboos, stones, lime mortar, concrete etc. required in connection with the setting

out of works and establishment of bench marks. The contractor shall be responsible for the maintenance of bench marks

and other marks and stacks as long as they required for the work in the opinion of the Engineer.

Excavation – General :

All excavation shall be carried out in conformity with the directions laid here in under and in a manner approved by the

available from excavation are satisfactorily utilized as decided upon before hand.

The earthen shoulders of the road shall be excavated to match the profile or the chamber of the asphalt road.

The excavation shall conform to the lines, grades side sloes and levels shown on the drawings or as directed by the

Engineer. The contractor shall not excavate outside the slopes or below the established grades or loosen material outside

the limits of excavation. Subject to the permitted tollerance any excess depth excavated below the specified levels on the

roadway shall be made good at the cost of the contractor with suitable material of similar characteristics to that removed

and compacted to the requirements.

All debris and loose material on the slopes of cuttings shall be removed. No back filling shall be allowed to obtain

required slopes excepting that when boulders or as directed by the Engineer. While doing so, care shall be taken to see

the no portion of the existing payment, pavement designated to the retained, is loosened or dis-loosened or disturbed.

Dispose of Excavated Material :-

If there be any stone in the excavated materials, suitable for rubble packing, road metal or for building or any other

Municipal purposes, it shall be separated and stated above, and without extra charges.

Preservation of Property :

The contractor shall take all reasonable precautions for the protection and preservations of any or all existing road side

trees, drains, sewers or other subsurface drains, pipes, conduits and any other structure under or above ground. the

excavation for the road work will be paid on the basis of sectional measurements irrespective of the work.

Measurement shall be paid by Cmt basis.

Item No: 2 Conveyance charge of earth, lime, murrum, building rubbish, manure, garbage,

sludge, excavated rock, fly ash, aggregates of any kind executed outside the road

site. Rate also includes spreading & levelling etc complete. Internal conveyance

above 50 mt done within the work site is not payable.

f) Lead From 5 Km to 10 Km.

g) Lead From 10 Km to 15 Km.

All the surplus earth etc. shall be carried away immediately from the site of work to a place within 5km. distance or as

directed and ordered by the Engineer, so as not to cause any inconvenience to the public traffic finding which in view of

public safety and traffic convenience. The corporation shall carry out the work by any other agency at the contractor’s

risk and cost. If the instructions are not completed within 7 days from the date of order to cart the surplus materials and

clear the site, the said work shall be carried out by the Municipal Corporation at the risk and cost of the contractor and no

claim or dispute shall be entertained in this respect.

If the filling in trenches after settlement of the earth filling in trenches is to be done and the same shall be carried out by

the contractor without asking any extra rate. The contractor shall have to cart the surplus earth after the trenches we will

watered and refilled with the sand. The rate of carting including carting of brickbats, metal, rubble vegetable and

garbage, if necessary to clear the road surface.

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

Item No.3 : Dismantling the following including loading, unloading and disposal of

unserviceable material for all lead or as directed by Engineer-In-Charge and stacking

the serviceable material and backfilling the resulting trenches and pits complete.

Mode of measurement.

(A) central verge -kerb stone

Mode of measurement

Measurement shall be paid by Rmt. basis

(B) Dismantling tiled or stone floors laid in mortar including stacking of

serviceable material and disposal of uservicalble material with all lead and

Mode of measurement

Measurement shall be paid by Smt. basis

(C) Demolition & disposal of unservisable material with all lead and lift for

unreinforeced concrete. (AMC sor)

Mode of measurement

Measurement shall be paid by Cmt. basis

(D) Demolition of brick work & stone masonry including stacking of serviceable

materials and disposal of unserviceable materials with all lead and lift (1) In

Mode of measurement

Measurement shall be paid by Cmt. basis.

Item No.4 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 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 456 shall be

Mode of measurement shall be in Cmt.

Item No:5 Providing formwork of ordinary timber planking so as to give a rough finish including

centering, shuttering and propping etc. height of propping and centering below supporting

floor to ceiling not exceeding 4.00mt and removal of the same for insitu reinforced concrete

and plain concrete work in (A) Foundations, footings, bases of columns etc. and mass concrete.

Providing Formwork 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 ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain

concrete work in. (A)Foundations Footings Bases of Columns etc. and Mass concrete.

Mode of measurement shall be in Smt.

Item No: 6 Providing TMT Bar FE500D reinforcement for R.C.C. Work including bending,binding and

placing in position complete upto floor two level. (As Per Road Tender)

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

The work shall consist of furnishing and placing reinforcement to the shape and dimensions

shows as on the drawings or as directed.

Steel shall be clean and free from rust and loose mill scale at the time of fixing in

position and subsequent concreting.

Reinforcing steel shall conform accurately to the dimensions given in the bar bending

schedules shown on relevant drawings. Bars shall be bent cold to specified shape and

dimensions or as directed using a proper bar bender, operated by hand or power to attain

proper radius of bends. Bars shall not be bent or straightened in a manner that will injure the

material. Bars bent during transport or handling shall be straightened before being used on

the work. They shall not be heated to facilitate bending. Unless otherwise specified, a ‘U’

type hook at the end of each bar shall invariably be provided to main reinforcement. The

radius of the bend shall not be less than twice the diameter of the round bar and the length

of straight part of the bar beyond the end of the curve shall be at least four times the

diameter of the round bar. In case of bars which are not round and in case of deformed bars,

the diameter shall be taken as the diameter of circle having an equivalent effective area. The

hooks shall be suitably encased to prevent any

splitting of the concrete.

All the reinforcement bars shall be accurately placed in exact position shown on the

drawing and shall be securely held in position during, metal hangers, supporting wires or

other approved devices at sufficiently close intervals,. Bars shall not be allowed to sag

between supports nor displaced during concreting or any other operations of the work. All

devices used for positioning shall be of noncorrodible material. Wooden and metal supports

shall no extend to the surface of concrete, except where shown on drawings. Placing of

broken stone or brick and wooden blocks shall not be allowed. Pieces of broken stone or

brick and wooden blocks shall not be used. Layers of bars shall be separated by spacer

bars, precast mortar blocks or other approved devices. reinforcement after being placed in

position shall be maintained in a clean condition until completely embedded in concrete.

Special care shall be exercised to prevent any displacement of reinforcement in concrete

already placed. To prevent reinforcement from corrosion, concrete cover shall be provided

as indicated on drawings. All the bars producing from concrete and to which other bars are

to be spliced and which are likely to be exposed for a period exceeding 10 days shall be

protected by a thick coast of neat cement grout.

Bars crossing each other where required shall be secured by binding wires

(annealed) of size not less than 1 mm in such manner that they do not slip over each other at

the time of fixing and concreting.

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

overlapping of bars shall be done directed. When practicable, overlapping bars shall not

touch each other, but be kept apart by 25 mm or 1.25 mm times the maximum size of the

coarse aggregate whichever is greater by concrete between them. Where not feasible,

overlapping bars shall be bound with annealed wires not less than 1 mm thick twisted tight.

The overlaps shall be staggered for different bears and located at points along the span

where neither shear nor bending movement is maximum.

Whenever indicated on the drawings or desired by the Engineer- in-charge, bars shall

be joined by coup lings which shall have a cross-section sufficient to transpit the full stresses

of bars. The ends of the bars that are joined by coupling shall be upset for sufficient length

so that the effective cross section at the base of threads is not less than norma l cross-

section of the bar. Threads shall be standard threads. Steel for coupling shall conform to I.S.

When permitted or specified on the drawings, joints of reinforcement bars shall be

butt-welded so as to transmit their full stresses. Welded joints shall preferably be located at

points when steel will not be subject to more than 75 percent of the maximum permissible

stresses and welds so staggered that at any one section not more than 20 percent of the

rods are welded. Only electric are welding using a process which excludes air from the

molten metal and conforms to any or all other special provisions for the work shall be

accepted. Suitable means shall be provided for holding bars securely in position during

welding. It shall be ensured that no voids are left in welding and when welding is done in two

or three stages, previous surface shall be cleaned properly. Ends of the bars shall be

cleaned of all loose scale, rust, grease, paint and other foreign matter before welding. Only

competent welders shall be employed on the work. the M.S. electrodes used for welding

shall conform to I.S. 814. Welded pieces of reinforcement shall be tested. Specimen shall be

taken from the actual site and their number and frequency of test shall be as directed.

For the purpose of payment, the bar shall be measured correct upto 100 mm. length

and weight payable worked out at the rate specified below :

1. 6mm. x 0.22 Kg./Rmt 8. 20mm. 2.47 Kg./Rmt

2. 8mm. x 0.39 Kg./Rmt. 9. 22mm. 2.98 Kg./Rmt

3. 10mm x 0.62 Kg./Rmt 10. 25mm. 3.85 Kg./Rmt

4. 12mm x 0.89 Kg./Rmt 11. 28mm. 4.83 Kg./Rmt

5. 14mm x 1.21 Kg./Rmt 12. 32mm. 6.31 Kg./Rmt

6. 16mm x 1.58 Kg./Rmt 13. 36mm. 7.99 Kg./Rmt

7. 18mm x 3.00 Kg./Rmt 14. 40mm 9.86 Kg./Rmt.

M/s. shall be on kg. basis.

Item No: 7 P/A Trimix with dewatering machine and floater machine on constructed RCC work incl.cost of

machine and labour etc comp as directed.

Mode of Measurement shall be on Smt. Basic.

Item No:8 Making 15 mm groove in RCC work on road and filling it with polysulfied selant and finished it

good incl. all labour charges etc comp as directed.

Mode of Measurement shall be on RMT basis

Item No: 9 Raising of Exisiting manhole. Item includes, cutting of existing road surround by manhole by

dimond cutter machine,dismantling of road in confined area by breakermachine and Carting of

dismantled material. Item also includes nessary brick work toraise the manhole at road level in

CM 1:3.Item also included fixing of manhole fram at exact road level by using master emaco S

488 trowelable fiber rein forced thixotropic repair mortar material, laying of concreret made

from master emaco S 346 Flowable Micro concrete material in desired thickness and plate

compactor machine rate also included necessary plaster at inside of manhole in CM 1:3 in

mm thickness on raised brickwork.

Mode of Measurement shall be on No. Basis.

Item No: 10 RCC Precast M.H.Frame & Cover Manufacture , supply & Delivery at store or at side of work

Precast RCC M200 Frame & Cover Suitable to drainage M.H. and as per type design &

Drawing including cost of reinforcement M.S. Angles or Flat , cutting mold work etc. Frame

Suitable for 50 Cm opening of MH

The rate includes fixing the M.11 seat cover supplied by contractor incl. carting to the work side &

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

The rate shall be on No.. basis.

Item No : 11 Providing and laying Cement Concrete 1:3:6 (1- Cement : 3- Coarse sand : 6- Hand broken stone

aggregates 40mm nominal size) and curing complete

Before starting the concrete the bed of the foundations trenches shall be cleared of all loose

materials and watered and rammed as directed. The proportion of cement, sand and hand broken

stone aggregates shall be one part of cement, 3 parts of coarse sand, 6 parts of hand broken stone

aggregates and shall so measured by volume. The concrete shall be mixed in a mechanical mixer at

the site of work. Hand mixing may however be allowed for smaller quantity of work if approved by

the Engineer-incharge. When hand mixing is permitted by the Engineer-in charge in case of

breakdown of machinery’s and in the interest of the work. it shall be 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. The quantity of water shall be sufficient to produce a dense concrete of

required workability for the purpose. The concrete shall be handled from the place of mixing to the

final position in not more than 15 minutes by the method as directed and shall be placed into its final

position, compacted and finished within 30 minutes of mixing with water i.e. before the setting

commences. The concrete shall be laid in layers of 15 cms. to 20 cms. The concrete shall be rammed

with heavy iron rammers and rapidly to get the required compaction and to allow all the gaps to be

filled with mortar. After the final set, the concrete shall be kept continuously wet, if required by

pounding for a period of not less than 7 days from the date of placement The concrete shall be

measured for its length breadth and depth, limiting dimensions to those specified on plan or as

directed. Mode of measurements shall be on CMT basis

Item No.12 Providing and laying cement concrete 1:5:10 (1- Cement : 5- fine sand : 10-

graded brick bat aggregates 40mm nominal size) and curing complete.

Before starting the concrete the bed of the foundations trenches shall be cleared of all

loose materials and watered and rammed as directed. The proportion of cement, sand

and hand broken stone aggregates shall be one part of cement, 5 parts of coarse sand,

10 parts of hand broken stone aggregates and shall so measured by volume. The

concrete shall be mixed in a mechanical mixer at the site of work. Hand mixing may

however be allowed for smaller quantity of work if approved by the Engineer-

incharge. When hand mixing is permitted by the Engineer-in charge in case of

breakdown of machinery’s and in the interest of the work. it shall be 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. The quantity of water shall be

sufficient to produce a dense concrete of required workability for the purpose. The

concrete shall be handled from the place of mixing to the final position in not more

than 15 minutes by the method as directed and shall be placed into its final position,

compacted and finished within 30 minutes of mixing with water i.e. before the setting

commences. The concrete shall be laid in layers of 15 cms. to 20 cms. The concrete

shall be rammed with heavy iron rammers and rapidly to get the required compaction

and to allow all the gaps to be filled with mortar. After the final set, the concrete shall

be kept continuously wet, if required by pounding for a period of not less than 7 days

from the date of placement The concrete shall be measured for its length breadth and

depth, limiting dimensions to those specified on plan or as directed. Mode of

measurements shall be on CMT basis.

Item No.13 :- Providing and Laying of Rubber Moulded Paver Block Grey/Coloured 60 mm

thick, M-35 Grade of any size ; shape (Usually Uni-Paver Blocks) using black trap

good quality aggragate of 20 mm nominal size for footpath, parking areas, service

lanes and other areas as mentioned in the drawing / instruction of

engineer in charge. Cost includes formworks using rubber mould, Rate

providing and laying paver blocks as per required grading and specification.

The paver block shall be mechanically compacted. The work of paving blocks

shall be executed in line and level by skill mason of flooring work only. It

should be laid in such a way that the no cutting of the paver block to be

necessary. if cutting of paver block necessary then it should be cut by

machine only and carting. The finished surface of the paver block shall have

resonably good, plain finished. Paver blocks shall be compacted and shall be relaid

if necessary. Gravel or such type of materials shall not be allowed for production.

Laying on 5cms thick sand beddding.

Mode of measurement

Measurement shall be paid by Smt. basis.

Item No: 14 Paver Block Providing and laying shot blasted Non - interlocking, Paver blocks of

specified thickness, size, grade of concrete and colour machine made and blasting by

automatic shot blasting machine and high density of as per approved sample of approved

make for footpath, parking areas, service lanes,cross over and other areas as mentioned in the

drawing. Including providing and laying 50 mm thick averave bedding layer of coarse sand

below paver block as per required grading and specification. Laid paver block shall be

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

skilled mason of flooring work only. Small size of paver block with same specification shall be

used at residue or at end. It should be laid in such a way that the no cutting of the paver block to

be necessary. If cutting of paver block shall be required , than cut by machine only and laying

to be done by skilled flooring mason. The finished surface of the paver block shall have

coarse sand Texture Finish. Pave blocks shall be compacted and shall be re-laid if necessary.

Actual laid area shall be measured and paid without any wastage. (A) 60 mm thick M-35

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.

Compressive Strength

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.

Abrasion Resistance

Testing for abrasion shall be in accordance with IS 1237 (Specifications for Cement Concrete Floor

Tiles) – Appendix C.

Flexural Strength

Testing for flexural shall be n accordance with IS 1237 (Specifications for Cement Concrete Floor

Tiles) – Appendix D.

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.

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.

Mode of Measurement shall be on SMT basis.

Item No: 15 Providing & Supplying ISI Standard RCC pipes (of sulphate resisting cement) in a

standardlengths of following class & dia meter suitable for socket-spigot type including all

taxes ,insurance, transporation, freight charges, octroi, inspection charges, loading,

unloading,conveyance to departmental stores, staking etc complete (IS 458:1989) Class NP-3,

test pressure0.7/kg/sqcm. Rate also includes supplying RCC collar for RCC pipes including

taxes, carting,loading, unloading, etc complete. Including labour work for lowering, laying,

jointing, RCC pipesin CM 1:1 1/2 of following diameters in proper position, grade and

alignent at all as directed by engineer in charge. inlcuding conveyance from store to site of

work labour giving hydraulic testing and all necessary testing as per IS code (RCC pipe

Horizontal cast)

The RCC pipes shall be procured as per ISS for B Class type specifications using best materials,

first class workmanship as per IS 458/1971.

The proportion of concrete shall be one part of cement to 2 parts sand and 4 parts of black trap agg.

mix. of suitable size to as to produce uniform concrete through out thickness of the pipes.

Reinforcement in from of bars straight and class wise shall be provided as perIS458 calcifications.

RCC spunpipe collars for the pipes shall be made in the same manner. The internal dia meter of the

collar shall be sufficiently large to allow a perfect joint around the outside of the pipes with cement

mortar and other plastic materials.

Pipes shall be laid are fully into trenches and shall be made to rest evenly on specially prepared

formation or on concrete bed and for the purpose to extra rate shall be given making extra

excavation for bed and in the sides of the trenches.

All joints shall be thoroughly fitted using spun yarn of approved quality for the groove in the length.

For each joint yarn shall be dipped in hot asphalt. The joint shall be properly cleaned and moistered

and the collar shall be kept in position by means of wedges. Semidry cement mortar of prop. 1:1

shall be forced into joints and chucked completely by means of special cutting tools until the whole

space is full. The mortar shall be sprayed around the collar joints so as to completely encase the

After the joints have thoroughly set, the Engineer or his Assistant may inspect the joints, and if he

has any doubt as to their soundness be may required the contractors to cut open and clear away the

cement of any joint that he may select and to make good the same at their expenses provided that,

unless some defect be found, they shall be required to open more than one joints in 18mt(60') of

pipe, though if defect be found the Engineer direct them to open as many joints as he may deem

necessary, the joints made one day will not as a rule, be inspected until the following day and the

cement may has sufficient time to set well before being covered up.

Trenches shall not be filled until alignment and levels are examined by the Engineer or his

subordinates and the permission for refilling is granted.

The M/s shall be on Rmt. Basis.

Item No.16 Constructing Bombay Pattern type Catchpit of size 0.60 x 0.60 depth up to 0.75 mt

including excavation, B.B.C.C. (1:5:10), 23 cms thick brick maso. wall in the prop. of

CM (1:6) with 40 mm thick IPS flooring in the prop M15 at bottom and 15 mm thick

cement plaster inside the catchpit in the proportion of CM (1:3) with out jali etc. comp.

Constructing Bombay Pattern type Catchpit of size 0.60 x 0.60 depth up to 0.75 mt including

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

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

the proportion of CM (1:3) with out jali etc. comp. as directed The M/s shall be on NO basis.

Item No.17 CatchPit Jali Fixing P/F FRC catchpit jali with frame 600mm x 600mm clear opening etc.

comp.. As directed by engineer in charge...

Carting and Fixing M.H., Chamber or Catchpite Seat and Cover in line and level to match exisisting

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

directed. M.H. seat cover will be supplied by Contractor.

Item No: 18 Extra rate over item of excavation of earth for excavation of asphalt pavement / RCC

of thickness up to 0.20 meter including demolishing the asphalt carpet, metal,s

oiling/cutting Reinforcement etc.comp. with stacking the material as directed.

up to 0.20 meter thickness (By Manual)

Up to 0.30 meter (By any type of Breaker Machine or R.C.C.Cutter machine including cost of operator, fuel, &

transportation etc complete.

0.30 meter & above (By any type of Breaker Machine or R.C.C.Cutter machine including cost of operator, fuel, &

transportation etc complete.

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

metal, soiling etc. complete with stacking the materials as directed. The road surface of asphalt shall

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

damaged portions of road either manually or with the soiling shall be first be stripped off for the whole

width of trenches. All the materials shall be separately deposited in such places as may be determined by

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

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

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

Mode of measurement

Measurement shall be paid by Smt basis.

Seal and Signature of the Bidder Add.CityEngineer(West Zone)

Amdavad Municipal Corporation

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mhfth©eyu fhuj ntuE <u Bþsc ftuLx[tfxlt cejbtk&e fvt< fhJtbtk ytJNu.

22. juch JuÕVuh Vkz btxu ntjbtk htßg mhfth©eyu fhujt nwfb Bþscle hfb cejbtk&e ftve juJtbtk

Wvhtu¾< Nh<tu <&t rlgbtu buk ft¤SÃËJof Jtkae Au ylu blu fçËj bksqh Au.

ftuLx[tfxhle mrn <&t me¬tu yuze.mexe Rsluh (v.Ítul)

yu.yth.me. xuLzh- Nh<tu

1. yu.yth.me. xuLzhbtk Jfoytuzh ytÃgt ctœ ftb NY fhJtle mbgbgtoœtbtk ftuLx[tfxh îtht ftb NY fhJtle

òK fgto ctœ 24 fjtflt ftb NY lrn fhJtbtk ytJu <tu yLg ftuLx[tfxh vtmu btfuox hux&e ftuLx[tfxhlt Faou

ylu stuFbu ftbdehe fhtJJtbtk ytJNu.

2. ftuLx[tfxhlu Jfoytuzoh ytÃgt ctœ yu.yth.me. «fthlkw xuLzh ntuR ftble sYhegt< bwsc xujeVtulef òK fhe

su <u ftb NY fhJt fnuJtbtk ytJNu ylu su ftble òK fgtolt 24 fjtfbtk NY fhJtbtk lrn ytJu ylu rlg<

mbgbgtoœtbtk vwKo fhJtbtk lrn ytJu <tu su <u ytRxblt SOR CtJ&e 1.5 dKe vulÕxe Jmwj juJtbtk

3. ºtK fu J^w Jth Wvh bwscle yLg ftuLx[tfxh vtmu&e ftbdehe fhtJJtle Vhs vzNu ylu/y&Jt ºtK fu J^w

Jth vulÕxe fhJtle Vhs vzNu <tu <u mkstudtubtk ftuLx[tfxhlu çjufjeMx fhJtbtk ytJNu sule ykr<b m•tt

Bgw.frb¹lh©elu hnuNu.

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

Clause : 1 Contractor shall not employ any child having age 5 to 15 years as it is prohibited by Child Labour Prohibition

and Regulation Act 1986. Hon'ble Supreme Court has given certain guide lines and as per the guide lines. If child labour

is employed on the site work, the contractor shall have to deposit Rs. 20,000.00 (Rupees Tw enty thousand only) in the

child labour welfare fund. If the employer refuses to deposit then action will be taken for contempt of Supreme Court

Judgement and also will be prosecuted by concerned authority. Because of the breach of any provision of child labour

prohibition and regulation Act 1986 by the Contractor & Municipal Corporation becomes liable to pay any amount then

the Municipal Corporation shall recover the said amount from the contractor.

Clause : 2 The Standing Committee has decided to deduct 1/2% amount from each running bill as per its Reso. No.

Date 06--02-97, but the Municipal Corporation Board has recently decided that the actual testing charge is taken and the

remaining amount is refundable at the time of final bill (As per Muni. Board Reso. No. 123 dated 25-02-97)

Clause : 3 Contractor has to follow prevailing Labour act and has to maintain labour register acordingly,and has to

follow other govt.rules.

Clause : 4 Quantity taken in tender are tentative and may differ as per execution of work. No claim shall be entertain

regarding QUANTITIES.

* MODIFICATION OF DOCUMENTS

Modification of specifications and correction/corrigendum in respect of the work if required will be made by A.M.C.

The same shall be placed on A.M.C website which may be downloaded by the tendrers enclosed along with the tender

duly signed. These shall form a part of tender. The tenderer shall not add or amend the text of any of the documents

except in so far as may be necessary to comply with any addendum.

* ADDENDAUM/CORRIGENDUM .

Addendum or corrigendum conveying any change or correction in respect of the work shall form the part of the contract

documents. The full consideration shall be given to such addendum or corrigendum or correction before submission

tender duly filled in by the contractor. Therefore, the contractor shall have to watch such addendum or corrigendum or

correction published by A.M.C through its website www.egovamc.com. Tenderes shall verify the number of addendum

issued and enclose the same with the tender documents,failing which the tender shall be liable for rejection and no any

complaint in respect to this shall be entertained under any circumstances.

Clause : 5 SCHEDULE OF MAINTENANCE

To keep paver blocks and footpaths durable, safe, and aesthetically pleasing, a structured maintenance schedule is

essential. Pavers are "interlocking" systems, meaning their strength relies on the sand in the joints; if the sand disappears,

the blocks move and eventually crack.

Below is a comprehensive maintenance and repair schedule categorized by frequency.

1. Common Defects & Repair Actions

When inspections reveal issues, use this guide to determine the repair method:

A. Sunken or Uneven Blocks (Settlement)

 Cause: Poor base compaction or water washing away the bedding sand.

 Repair: 1. Carefully lift the affected blocks using a flat-head screwdriver or paver extractor.

2. Add additional bedding sand to the base and compact it.

3. Re-install the blocks and sweep new sand into the joints.

B. Missing Joint Sand (The "Linchpin" of Pavers)

 Cause: Rain, wind, or aggressive power washing.

 Repair: Sweep Polymeric Sand into the joints. This sand contains a binder that hardens when misted with

water, making it resistant to washouts and weeds.

C. Cracked or Chipped Blocks

 Cause: Heavy vehicle impact or freeze-thaw cycles.

 Repair: Individual blocks should be replaced. This is why it is recommended to keep "attic stock" (extra

blocks) from the original installation to ensure a color match.

2. Checklist for Footpaths

 Contractor shall execute maintenance works as directed by the client and through self-inspection under the

instruction of Engineer-In-Charge.

 Surveying of footpaths and paver blocks shall be undertaken as and when required on the designated roads and

chawls, as instructed by Engineer-In-Charge.

 The inspection schedule shall be aligned with the following categories of complaints, with priorities determined

by the Engineer-In-Charge:

o CCRS complaints

o Complaints from MLSs/ Councilors

o Complaints from Officials

 The specific roads and chawls shall be surveyed as per below schedule as specified.

o The contractor shall visit the ward office once a week to obtain details of the roads scheduled

for inspection and conduct a survey of footpaths and paver blocks, as directed by the Engineer-

in-Charge (EIC)

 The Contractor shall adhere to the maintenance schedule outlined in the tender documents and comply with the

prevailing AMC circulars of SOM issued from time to time.

Contractor's Sign Addl.C.E.(westzone)