Providing & Fixing Stone Paving, Paver Block and repairing work at Diff. Chali & Main Road in India Colony Ward of North Zone. (ARC)

Sr. Department No. of Total Amount

Dt.17.03.2026 Up to 5.00 pm hrs in O/o Asst. Manager (North Zone). The technical bid

shall be opened on Dt. 18.03.2026 at 11.00 am hrs. Any change / correction / corrigendum in

respect of above work shall be placed on line. Contractors are requested to see the website

before 24 hours of submission of their tender.

Assistant Manager (North zone), Ahmedabad Municipal Corporation

North Zone Office Building, Memco-Naroda road, Ahmedabad

Deputy Municipal Commissioner

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

AHMEDABAD MUNICIPAL CORPORATION

"Rajiv Gandhi Bhavan", Memco - Naroda Raod, Ahmedabad-25.

MEMORANDUM OF WORK

Municipal Commissioner invites online e-tenders from interested contractors for

Providing & Fixing Stone Paving, Paver Block and repairing work at Diff. Chali

& Main Road in India Colony Ward of North Zone. (ARC)

1 Name of work Providing & Fixing Stone Paving, Paver Block

and repairing work at Diff. Chali & Main Road

in India Colony Ward of North Zone. (ARC)

2 Time Limit 12 MONTHS

3 Tender Validity Period 120 Days from the date of opening of the tender

For Perticular Estimate Work order will be given for particular work & it should

be completed within stipulated time limit mentioned in

work order. Any kind of delay in work, penalty will be

4 Eligibility Criteria Register class "E1" in Only AMC register No any other

state Govt. or institutions Register are Allowe.

5 Estimated Cost put to Rs.49,98,474.74

6 Tender fees Rs.1,500/--Demand Draft in favour of Municipal

(Non refundable) Commissioner, Ahmedabad)

7 Earnest Money Deposit Rs.50,000.00 (Demand Draft in favor of Municipal

Commissioner, AHMEDABAD/) To be submitted as

prescribed in 8.0 below. Demand Draft shall be from

Nationalized Bank / Scheduled Bank and valid for -180-

days. (As per AMC finance dept. circular No-5 Dt.5/5/07

& F.D. Circular No. 29 Dt. 7/08/2010) & attached

ANNEXURE - 1 Finance dept. circular No -

8 Submission of EMD and In separate sealed cover each for EMD and Tender Fees

Tender Fees along with Tender as described in the invitation of tender

and submitted to Assistant Manager (NORTH zone)

Rajiv Gandhi Bhavan, Memco-Naroda Road,

Ahmedabad To be Submitted Physically As per N.I.T

9 Date of Opening of Technical Bid will be opened online as per N.I.T. in the

Technical bid office of Assistant Manager (North Zone), Rajiv Gandhi

Bhavan, Memco – Naroda Road, Ahmedabad Municipal

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

Corporation, Ahmedabad

10 Security Deposit 5% of the Sanctioned Tender Amount in form of

Demand Draft.(As per Annexure-I)

11 Mode of sending the Price bid should be submitted by online e-tender only

Tender Documents and Technical bid should be submitted physically also in

sealed envelope systems By RPAD/Speed post/ Hand

Delivery in sealed covers in Duplicate (One Original &

One Duplicate) Each part shall be separately duly sign &

seal by contractor .

12 liquidated damages 0.1% of contract price per day from the date of delay.

Maximum limit of liquidated damages for delay in

completion of work will be 10% of the Contract Price

rounded of to the neared thousand.

13 Deduction of Retention Retention

Money from each RA 1. @ 2% of the value of work done will be deducted

Bill from each RA bill. It will be released along with release

of payment of Final Bill.

14 Place of Arbitration Ahmedabad

15 Language of Arbitration English

16 Amount to be deducted Welfare cess as per act 1996 @ 1 % of bill amount

from each bill for labour

welfare fund (non-

17 Time Permitted to start Whenever a work is allotted by Engineering Staff

parts of Work whether minor or major part there of any amount, the

contractor shall be bound to start the works within

hours so 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

hours of intimation as above by contractor the contractor

shall be levied penalty of (1)Rs.1000/- per day (for

tenders amounting upto Rs.10Lakhs), (2)Rs.2500 per

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

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

amounting above Rs.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 penalty.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

18 GST GST will be paid extra by AMC/Authority at prevailing

rate to the Contractor.

19 Contractor's Name

20 Contractor's Address

21 Contractor's Register

22 Contractor's Bank Name

23 Branch Address

24 Bank Account Number

27 Contractor's E-Mail:

Conditional tenders will not be accepted. Municipal Commissioner reserves the rights to

reject any or all the tenders without assigning any reasons there of.

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Seal and Signature of the Bidder Addl. City Engineer

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

Finance dept. circular No - 10 Dt. 05/08/2024

A. Guarantes issued by following banks will be accepted as SD/EMd on Permanets.

 All nationalized banks.

B. Guarantees issued by followingbanks will be accepted as SD/EMd for the Period up to

March 31, 2025. 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 Guarante.

1. Commercial Banks :-

1. AU Small Finance Bank

3. Bandhan Bank

4. City Union Bank

6. DBS Bank India Limited

8. Equitas Small Finance Bank

9. Federal Bank

14. IDFC First Bank

15. IndusInd Bank

16. Jana Small Finance Bank

17. Karnataka Bank

18. Karur Vysya Bank

19. Kotak Mahindra Bank

20. South Indian Bank

21. Tamilnadu Mercantile Bank

22. Utkarsh Small Finance Bank

2. Co-Operative and Rural Banks of Gujrat.

1. The Ahmedabad Mercantile Co-operative Bank Limited

2. Kalupur Commerical Co-operative Bank Limited

3. Nutannagrik Sahakari Bank Limited

4. Rajkot Nagarik Sahakari Bank Limited

5. Saraswat Co-operative Bank

6. SVC Co-operative Bank

7. The Cosmos co-opretive Bank

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

8. Baroda Gujarat Gramin Bank

9. Saurashtra Gramin Bank

10. The Gujarat State Co-Operative Bank

11. The Mehsana Urban Co-operative Bank Limited

12. The Surat District Co-operative Bank

13. The Surat Peoples Co-operative Bank

Special Note: The issuing branch of all bank guarantees shall of Ahmedabad City Only.

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

Seal and Signature of the Bidder Addl. City Engineer

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

1. The AHMEDABAD MUNICIPAL CORPORATION,( here in after called “the Employer”)

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

detailed in the Table below:-

Sr. Name of Works Approximate Earnest Money Completion

No. value of works Deposit (Rs.) Period

1 Providing & Fixing Stone Rs.49,98,474.74 Rs. 50,000.00 12 MONTHS

Paving, Paver Block and

repairing work at Diff. Chali

& Main Road in India Colony

Ward of North Zone. (ARC)

2. Interested bidders shall download the tender documents from AMC’s website

www.amc.nprocure.com/ www.nprocure.com.

3. Tender (a complete set of bidding document) fee shall be As per N.I.T in the form of Demand

Draft from any Nationalized Bank in favor of MUNICIPAL COMMISSIONER, Ahmedabad,

payable at Ahmedabad, which shall be non refundable. The Details of Tender fees shall be

submit with scan copy at the time of Quoting price bid of the tender and Physically to be

submitted along with technical bid Vol.-1 with other enclosure.

4. All bids must be accompanied by Earnest Money Deposit of the amount specified for the Works

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

COMMISSIONER, Ahmedabad, payable at Ahmedabad,. Earnest Money Deposit will have to

be specified in Clause 2 of Financial Condition.

5. Physical submission must be delivered to Asst. Manager (Admin) North Zone, Rajiv Gandhi

Bhavan, Memco – Naroda Road, Ahmedabad As per N.I.T

6. The Bids will be opened on As per N.I.T at the office of Dy.City Engineer (Subzone-1) , 1st

Floor, Rajiv Gandhi Bhavan, Ahmedabad Municipal Corporation, Memco-Naroda road,

Ahmedabad-25. in the presence of bidders or their representatives who choose to attend. In the

event of the specified date of bid submission/opening being declared a holiday for the

Employer, the bids shall be received /opened on the next working day at the same place and the

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

TERMS & CONDITIONS

( A ) INSTRUCTIONS TO BIDDERS (ITB)

( B ) GENERAL TERMS & CONDITIONS

( C ) FINACIAL TERMS & CONDITIONS

( D ) MAIN CONDITION / FETURES OF THE WORK

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( A ) INSTRUCTIONS TO BIDDERS (ITB)

1. Procedure for Submission of Tender

a).The Bidder should quote the price bid in e- tender form before last date of online submission as per

N.I.T and all other details as asked in the tender.

b).The bidder shall submit the following Tender documents physically in hard copy in two separate

envelope (marked as “original” and other marked as “Duplicate”) in schedule time by RPAD/

Speed Post/ Hand Delivery in duplicate. This envelope shall be sealed in an outer envelope. The

Bid envelopes shall be marked as follows:-

 Tender Document Vol.

 Registration certificate of class

 Power of Attorney

 Personal Details

 Enclosures as asked in tender

 Technical specifications duly sign by contractor.

c).The envelope shall be addressed to the Employer at the following address:

Assistant Manager, North Zone,

1st Floor, Rajiv Gandhi Bhavan,

Memco-Norada Road,

d).Bear the following identification:

“TO BE OPENED ONLY IN PRESENCE OF THE EVALUATION COMMITTEE”

e). Indicate the name and address of the bidder.

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

responsibility for the misplacement or premature opening of the bid.

f).All information has to be typed or hand written legibly. All pages of the Bid have to be initialed

g).ALL INFORMATION HAS TO BE SUBMITTED IN THE PRESCRIBED FORMAT ONLY.

Projects for which incomplete information has been provided will not be considered for

evaluation. The Bidder may attach separate sheets if so required. However, the final bound

document submitted, has to be submitted in vertical A4 size (210 mm X 297 mm) except Form

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

2. Assessment of Submission

2.1The Employer will open the physically submitted document of all the bids received for the

package (except those received late) containing the sealed Tender volume and other enclosures

then announce the names of bidders in the presence of bidders or their representatives who

choose to attend on the date and time mentioned in the IFB. In the event of specified date of bid

opening being declared as a holiday for the Employer, the Tender will be opened at the

appointed time and location on the next working day.

2.2 In Physical submission, Bidders detailed and tender fee, E.M.D. shall be opened first. The

Employer at the opening will announce bidder’s names, , the presence/or absence of EMD, the

amount and validity of EMD furnished with each bid, is valid registration and such other

details, as the Employer may consider appropriate.

2.3 The Employer will determine whether the bid is accompanied by the required EMD.

2.4 If the EMD furnished does not conform to the amount and validity period as specified in the

Invitation for Bid and has not been furnished in the form, the bid shall be rejected by the

Employer as non-responsive and the Tender volume will be returned to the bidder.

2.5 Subject to confirmation of the EMD by the issuing bank, the Tender volume accompanied with

valid EMD will be taken up for further evaluation. In case, the Bank does not confirm the EMD,

the bid shall be rejected as non-responsive and no further evaluation carried out.

2.6 The tender volume will further be examined to determine whether the bid has been properly

signed, meets the eligibility and qualification criteria, has the required available bid capacity, is

accompanied by the requisite certificates, undertaking and other relevant information specified

in the bid documents and is substantially responsive to the requirement of the bidding

documents and provides any clarification for ascertaining the correctness of the

information/details.

2.7 The Employer shall prepare besides the record of bid opening, minutes of the Bid opening,

including the information disclosed to those present in accordance with Sub Clause 3.2 thereof.

2.8 The bidders or their representatives who are present shall sign attendance sheet evidencing their

2.9 If the Tender volume is not substantially responsive, it will be rejected by the Employer and

will not subsequently be made responsive by correction or modification or withdrawal of the

nonconforming deviation or reservation.

3. Evaluation and Comparison of Tender volume

The Employer will evaluate and compare only those Tender volumes which are determined to

be substantially responsive in accordance with Clause 2 and qualified for award of Contract in

accordance with Clause 5(General Terms and Condition).

4. Procedure for Tender Opening

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

Received copies of tender in physical form with in schedule time, will be open on schedule date

and time. In the event of specified date of bid opening being declared bidders who qualify the

criteria then bidder bid will be considered for opening of price bid.(Following clause no. 5 of

5.1 The Employer will award the Contract to the bidder whose bid has been determined to be

substantially responsive to the bidding documents and who has offered the lowest Evaluated

Bid Price, provided that such bidder has been determined to be (i) eligible in accordance with

the provisions of Clause 3(General Terms and Condition); and (ii) qualified in accordance with

the provisions of Clause 5(General Terms and Condition).

6. Notification of Award

6.1 Prior to expiration of the period of bid validity prescribed by the Employer, the Employer will

notify the successful bidder by cable/fax and confirmed by registered letter that his bid has been

accepted. This letter shall name the sum which the Employer will pay the Contractor in

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

prescribed by the Contract.

6.2 The notification of award will constitute the formation of the Contract.

7. As per City Engineer Circular (WRM) no. 6 2011/12 DT: 24/06/2011. A successful Bidder

has to deposit security deposit in Demand Draft with in 15 days after receiving letter of

Indent. Time limit of work will commence from the date of issue of work order.

8. Clarification of Bids

8.1 To assist in the examination, evaluation and comparison of bids, the Employer may, at his

discretion, ask any bidder for authentication the correctness of the information/details furnished

by him in his bid. Such request by the Employer and the response by bidder shall be in writing

or by cable/fax.

8.2 Subject to above clause, no bidders shall contact the Employer on any matter relating to his bid

from the time of bid opening to the time contract is awarded.

8.3 Any effort by the bidder to influence the Employer in the Employer’s bid evaluation, bid

comparison or contract award decisions may result in the rejection of his bid.

9.1 Information relating to the examination, clarification, evaluation and comparison of bids and

recommendations for the award of a contract shall not be disclosed to bidders or any other

persons not officially concerned with such process until the award to the successful bidder has

been announced. Any effort by a bidder to influence the Employer's processing of bids or award

decisions may result in the rejection of his bid.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

10.1 The bidder is advised to visit and examine the Site of Works and its surroundings and obtain

for itself on its own responsibility all information that may be necessary for preparing the bid

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

at the bidder’s own expense.

10.2 The bidder and any of its personnel or agents will be granted permission by the Employer to

enter its premises and lands for the purpose of such inspection, but only upon the express

condition that the bidder, its personnel and agents, will release and indemnify the Employer

and its personnel and agents from and against all liability in respect thereof and will be

responsible for death or personal injury, loss of or damage to property and any other loss,

damage, costs and expenses incurred as a result of the inspection.

Seal and Signature of the Bidder Addl. City Engineer

Date: (North Zone)

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

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:

“Providing & Fixing Stone Paving, Paver Block and repairing work at Diff.

Chali & Main Road in India Colony Ward of North Zone. (ARC) ”

2. Source of Funds

2.1 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:

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

or equivalent with specialization in road works. 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.

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

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

the Employer shall reasonably request.

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 the Employer.

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.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

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:

3 Local office address (if any):

4 Telephone/ Contact:

5 E-mail address:

6 Place of incorporation/registration:

7 Year of incorporation/registration:

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

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

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

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

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 (in e-tender) in percentage rate above or below and total amount (both in

9.2. The bidder shall fill (in e-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

9.3. All duties, taxes (excluding GST), and other levies payable by the contractor under the

contract, or for any other cause shall be included in the rates, prices and total Bid Price

submitted by the Bidder, except otherwise stated in the Bid document. Any change in prevailing

taxes and duties at the time of bid due date, shall be paid/deducted at actual as per

Employer/Authority/AMC Account department decide. If Employer will not compensate as per

Any change in prevailing taxes and duties and other levies then payable by the contractor under

the contract and any other reasons.

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

work and shall not be subject to adjustment on any account, except where expressly specified,

otherwise, in the contract.

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 bid security. A bidder agreeing to the request will not be

required or permitted to modify his bid but will be required to extend the validity of his Bid

Security for the period of the extension, and in compliance with Clause 2 ( Financial Terms

& Conditions) in all respects.

11. Format and Signing of Bid

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

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 IFB.

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

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

influence the action of any such official in the procurement process or in contract

 “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.

 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.

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.

The Contractor has to make all the necessary arrangements for making all the temporary

diversions for proper working at site including traffic signages, safety cones, traffic

blinkers, barricading tapes, red and green flags etc for making easy smooth and safe

conditions for the traffic. The Contractor shall and must provide above at his own cost.

 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.

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

Seal and Signature of the Bidder Addl. City Engineer

Date: (North Zone)

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

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 Contractor shall have to deposit Earnest Money deposit with tender.

2.2 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.

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

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

2.4 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

2.5 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) days of the date of receipt of the Letter of Acceptance, the successful

bidder shall deliver to the Employer, a Initial Security Deposit in the form of a Bank

Guarantee for an amount equivalent to 5% (five percent) of the Contract Price.

(B) 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 AMC Finance dept. circular No - 21 Dt.19/06/20

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 permissible limits as per prevailing norms of AMC and

contractor shall not claim any extra rate for the same.

8. No rate difference will be paid for due to any increase in rate of any item due to any reason what so ever.

9. No price escalation / advance payment / machinery advance will be paid.

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

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

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

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

13. 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.

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

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

towards testing charges is separately made.

16. In case of extra item, rate shall be finalized as per prevailing norms and condition of AMC

and payment shall be made accordingly.

17. Tax, Duties on Materials

All charge on account of Octroi, excise duties, terminal tax, GST/sales tax and Govt. duties/tax

etc. on material procured for the works from any source shall be borne by the contractor. No(P)

or “C” or “D” form shall be supplied by the AMC for this purpose. GST will be paid extra by

AMC/Authority at prevailing rate to the contractor.

18. If the contractor fails to execute the said works within prescribed time limit, the said work

will be carried out at the risk and cost by other contractors with 15 % supervision charges as

may be decided by the Addl. City Engineer (Subzone-1).

19. Water, Electricity Contractor shall have to make his own arrangements for water and

electricity for the purpose of construction work at site at his own expense.

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: (North Zone)

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

AHMEDABAD MUNICIPAL CORPORATION

Tender form B-1

FORM B-1 OF GUJARAT STATE ROADS AND BUILDING DEPARTMENT /

WATER RESOURCES DEPARTMENT may be referred.(only English version)

Note binding on the contractors

01. The terms and conditions of contract mentioned in the Clause no 1 to 77 of Form B-1 of

Gujarat State Road and Building Department / Water Resources Department shall be

applicable. Binding on the contractors unless specifically mentioned about it hereunder in

clause no.15 to

02. Please read “Ahmedabad Municipal Corporation “instead of “Government / Government of

Gujarat “wherever written.

03. Please read “ Ahmedabad Municipal Corporation “ instead of “ Government of Gujarat State

Public Works Department/Public Works Department/ Government “ wherever written.

04. Please read “City Engineer" instead of “Superintending Engineer “or Executive Engineer

wherever written.

05. “Ahmedabad Municipal Corporation “herein called as “AMC “

06. “Governor for the state of Gujarat “shall be read as “Municipal Commissioner / Ahmedabad

Municipal Corporation”

07. The contents / details / information mentioned in the relevant point under the heading

08. The contents / details / information mentioned in the relevant point under the heading

“NOTICE INVITING TENDERS” may be read as under-

Point No 1 may be read as: Tenders are invited by Municipal Commissioner ,AMC for the work of

 Providing & Fixing Stone Paving, Paver Block and repairing work at

Diff. Chali & Main Road in India Colony Ward of North Zone. (ARC)

OF AHMEDABAD CITY Point No.3 : The class of contractor shall be as per

Memorandum of Works in Brief.

 The Cl. No. 14.2, 21, 38, 60, 69, 73, 74, 75 shall be read as deleted.

09. The contents / details / information mentioned in the relevant point under the heading

“ADDITIONAL INSTRUCTIONS TO PERSONS TENDERING” shall be read as

 Point No .2.1 may be read as per the details mentioned in the tender notice

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

10. DECLARATION FORM & DECLARATION CERTIFICATE if given separately in

Tender Document and it shall be applicable.

11. TENDER FOR WORKS to be read as given in tender documents / Tender Form.

12. MEMORANDUM to be read as per the details given in tender notice

13. The contents / details / information mentioned in the following CLAUSE under the

heading “TERMS AND CONDITION OF CONTRACT” shall be read as under-

 Clause 1: Security Deposit: to be read as per the details given separately

elsewhere in the tender documents.

 Clause 2: Liquidated Damages for delay: to be read as per the details given

separately elsewhere in the tender documents.

Seal and Signature of the Bidder Addl. City Engineer

Date: (North Zone)

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL TECHNICAL CONDITION

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

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

3. In the specifications, "as directed"/"Approved" shall be taken to mean, "as directed"/approved" by

the Engineer-in-charge.

4. 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.

5. 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.

6. 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.

7. 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.

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

9. Lift shall be measured from plinth level.

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

specifications shall be deemed to be included there in.

11. Reference to specifications of materials as made in the detailed specification o f the items of work is

in the form of a designation containing the number of the specification of the material and prefix 'M'

12. 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.

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

14. 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.

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

site of work within 24 hours.

16. 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.

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

18. 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.

19. 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

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

INSTRUCTION TO TENDERERS

TENDER VALIDITY PERIOD:

The tender shall be kept valid for acceptance for a period of Ninety Calendar days (90)

from opening of price bids.

SECURITY DEPOSIT

Within 15 days of receipt of Intent 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 approved by AMC only.

Seal and Signature of the Bidder Addl. City Engineer

Date: (North Zone)

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL CONDITION

1. After sanction of tender a Letter of Intent shall be issued to contractor and in response to

that letter, contractor shall have to arrange for Security Deposit within 15 days. If S.D is

given within 10days of issuance of Letter of Intent, time limit shall be counted from that

date. If S.D is given after 15 days of issuance of letter of intent, contractor shall be penalized

as per prevailing norms and condition of AMC and shall be deducted from contractor’s bill. In

this case time limit shall start latest by the 10th day of letter of intent, Security Deposit of

5% of tender amount shall be deposited by pay order, demand draft, cheque of nationalized

bank /scheduled bank by pay order, demand draft, cheque of nationalized bank/scheduled

bank only. Contractor shall have to sign contract paper with AMC.

2. In case of earnest money cheque bounce back, contractor’s tender shall treated as cancelled

and the contractor shall not be given any tender, offer, quotation work in AMC for one year.

3. Conditional tender shall not be accepted.

4. Tender validity period is 90 days from the date of opening of tender.

5. Muni. Commissioner shall have right to accept, reject the tender as well as the rate at which

tender to be accepted and awarded.

6. Specification of tender items shall be as per PWD manual in general/AMC’s norms and B-1

form conditions shall be applicable. In case of controversy, Add.C.E’s decision shall be

7. Work shall be allotted as per contractors registration class.

8. Contractor shall have to work in such a system that there shall be no damage to any service

line of electric, telephone, gas, any type of service cable, drainage or water lines etc. In case

of damage to service line, the whole responsibility of accident shall be on contractor’s

shoulder. It will be responsibility of contractor to safe guard the labours against any accident

or damage of lives. In case of police complain, Contractor shall be held responsible for

negligence. In case of soil /land collapse, contractor shall be held responsible for not

supporting the soil suffering with strutting, shuttering Contractor shall safeguard the labour

before allowing the labour to enter in excavated or other site. In case of accident to labours,

contractor shall be held responsible for police complain against him. AMC’s staff shall be

responsible for any accident at the site of the work.

9. Contractor shall take insurance of his all labour. and supervisory staff

10. Only registered contractor shall quote the tender , If the contractor is registered with

government then they shall have to apply to registration in AMC within 90 days from the

date of work order.

11. AMC’S general condition and Form -B-1 shall be binding to the contractor B-1 Form is put

up on AMC’s web site.

12. Payment of running bill , final bill shall be as per policy of AMC in force at time of payment

13. Any time of litigation shall be in court of Ahmedabad city jurisdiction only.

14. As per site conditions/requirement of site, there shall be increase or decrease in tender item

quantities. In such case contractor is bind to execute. Excess and saving in quantity to the

extent of prevailing norms of the AMC. In case of decrease in any tender item quantity,

contractor shall not ask for compensation.

15. If any construction material brought to site by contractor , is not as per specification, or any

inferior quality material brought to site, then such rejected material shall be removed from

the site within 24 hours, otherwise AMC can throw away such material at any place and

recover the amount for such removal work from contractor bill. In this case contractor

shall not be entitled for compensation.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

16. Cost of testing of material shall be done by the contractor. He shall provide vehicle for

taking material/staff from site to testing laboratory/ manufacturing site and contractor shall

be bear the cost of transportation of staff and material.

17. Contractor shall work as per labour Act. Contractor shall not be given any payment if

labour act rules are not followed or insurance of labour is not taken for work

18. All type of taxes(e.g. sales tax, surcharge, vat etc) to be by the contractor.

19. In case of cancellation/rejection of tender, contractor shall not be entitled for any

compensation Or right

20. During execution of work, contractor shall take safety measures like protection by ropes,

drums, danger sign boards, plastic strips, bamboos, wooden poles etc as per requirement &

instruction of Engg.- in- charge. In case of accident due to lack of protection, contractor

shall responsible for police complains, compensation etc AMC staff shall not be held

responsible for contractors negligency.

21. If instructed by AMC officials, contractor shall have to keep daily progress register and get

is signed by Ass. city Engineer. Contractor shall maintain record of daily No. of labours,

employed, work done, rectification work carried out by contractor after Eng.-in-charge

inspection & the compliance of the same. If such rectification work is not done by

contractor within 24 days the contractor shall be finned Rs. 250/- day of delay & shall be

recovered from the contractors bill.

22. Contractor is not entitled for any type of compensation or right for the cancellation of tender

or tender items by any means.

23. If work is not completed within specified time limit penalty shall be recovered from bills as

per tender condition.

24. Deduction from bills shall be done as per rules prevailing or the rules which shall come in

to force, by State or Central Govt.

25. 1% amount shall be deducted for labour welfare fund as per state Govt order.

26. All above conditions shall over rule the conditions given in Form B-1

27. Befor quoting tender, contractor shall have to take complete information of the work after

seeing site and from the concerned Asst. Engineer or Asst. city engineer.

28. In case of the bank detail are not given then EMD return procedure shall be delayed.

29. Before quoting the tender contractor should know that, he has seen the site & understood the

item of works, site conditions. He should be in a position to provide labours at the time of

festivals like Holi, Diwali, Navratri, Marriage season, rainy season or any other time of the

year Contractor can not say that he has no labours due to festivals.

I have read all above conditions carefully and ready to work as per above conditions.

Seal and Signature of the Bidder Addl. City Engineer

Date: (North Zone)

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

TECHNICAL SPECIFICATIONS

Name Of Work :- “ Providing & Fixing Stone Paving, Paver Block

and repairing work at Diff. Chali & Main Road in India Colony Ward

of North Zone. (ARC) ”

DETAILS SPECIFICATION OF MATERIAL

1.1 Water shall not be salty or brackish and shall be clean reasonably clear and free from

objectionable quantities of silt and tract of oil and injurious alkalis, salts, organic mater and

other deleterious materials which will either weaken the mortar or concrete or cause

efflorescence of attach the steel in R.C.C. Container for transport, storage and handling of

water shall be clean. Water shall conform to the standards specified in I.S. 456-1978.

1.2 If required by the Engineer-in-charge it shall be tested by comparison with distilled water.

Comparison shall be made by means of standard cement tests for soundness, time of setting

and mortar strength as specified in I.S. 269-1976. Any indication of unsoundness, change in

time of setting of 30 minutes either more or decrease of more than 10 percent in strength of

mortar prepared with water sample when compared with the results obtained with

mortar prepared with distilled water shall be sufficient cause for rejection of water

1.3 Water for curing mortar, concrete or masonry should not be too acidic and also not too

alkaline. It shall be free of elements which significantly affect the hydration reaction or

otherwise interfere with the hardening of mortar or concrete during curing or those which

produce objectionable stains or other unsightly deposits on concrete or mortar surfaces.

1.4 Hard and bitter water shall not be used for curing.

1.5 Potable water will be generally found suitable for curing mortar for preparing or concrete.

2.1 Cement shall be Sulphate Resistant Cement conforming to IS : 12330, Ordinary portland

cement as per I.S. 269-1976 or Portland slag cement as per I.S.455-1976.

2.2 Testing of Cement : It should be specifically noted that the cement brought by the

contractor at site of work shall be used after the same is tested at the approved laboratory

as per the direction of the Engineer-in-charge. Such approved laboratory may be located at

Ahmedabad. All the charges for transport and testing of the samples shall have to be borne

by the contractor. The frequency of testing of such materials shall be in accordance to the

relevant Indian standard as directed by the Engineer-in-charge.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

3.1 Sand shall be natural sand, clean, well graded, hard strong, durable and gritty particles free

from injurious of dust, clay, kankar nodules, soft or flaky particles shale, alkali salts,

organic matter, loam, mica or other deleterious substances and shall be got approved from

the Engineer-in-charge. The sand shall not contain more than 8 percent of silt as determined

by field test. If necessary the sand shall be washed to make it clean.

3.2 COARSE SAND :

The fineness modulus of coarse sand shall not be less than 2.5 and shall not exceed 3.0. The

sieve analysis of coarse shall be as under :

I. S. Sieve Percentage by I. S. Sieve Percentage by

Designation weight passing Designation weight passing

sieve through sieve.

3.3 FINE SAND :

The fineness modulus shall not exceed 1.0. The sieve analysis of fine sand shall be as under

I. S. Sieve Percentage by I. S. Sieve Percentage by

Designation weight passing Designation weight passing

through sieve through sieve.

2.36 mm 100 300 Micron 5 -

M-4 STONE GRIT :

4.1 Grit shall consist of crushed or broken stone and be hard, strong dense, durable, clean, of

proper gradation and free from skin or coating likely to prevent proper adhesion of mortar.

Grit shall for as possible flaky elongated pieces shall be avoided.

It shall generally comply with the provisions of I. S. 383-1970. Unless special stone of

particular quarried is mentioned. Grit special stone of particular quarries is mentioned. Grit

shall be obtained from the best black trap or equivalent hard stone as approved by the

Engineer - in - charge. The grit shall have no deleterious reaction with cement.

4.2 The grit shall conform to the following gradation as per sieve analysis :

I. S. Sieve Percentage passing I. S. Sieve Percentage Passing

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

Designation through sieve Designation through sieve

4.3 The crushing strength of grit will be such as to allow the concrete in which it is used to build

up the specified strength of concrete.

4.4 The necessary tests for grit shall be carried out as per the requirements of I. S. 2386 (Parts I

to VIII) 1963, as per instruction of the Engineer-in-charge. The necessity of test will be

decided by the Engineer-in-charge.

M-5A STONE COARSE AGGREGATE FOR NOMINAL MIX CONCRETE :

5A.1 Coarse aggregate shall be of machine crushed stone of black trap or equivalent and be hard,

strong, dense, durable, clean and free from skin and coating likely to prevent proper

adhesion of mortar.

5A.2 The aggregate shall generally be cubical in shape. Unless special stones of particular

quarries are mentioned, Aggregates shall be machine crushed from the best black trap or

equivalent hard stone as approved. Aggregate shall have no deleterious reaction with

cement. The size of the coarse aggregate for plain cement concrete and ordinary reinforced

cement concrete shall generally be as per the table given below. However in case of

reinforcement cement concrete the maximum limit may be restricted to 6 mm less than

the minimum lateral clear distance between bars of 6 mm. less than the cover whichever is

I.S. Sieve Percentage Passing for I.S. Sieve Percentage Passing for

Designation single sized aggregates Designation single sized aggregates

of nominal size of nominal size

NOTE :- The percentage may be varied by the Engineer-in-charge when considered

necessary for obtaining better density and strength of concrete.

5A.3 The grading test shall be taken in the beginning and at the charge of source of materials. The

necessary tests indicated in I.S. 383-1970 I. S. 456-1978 shall have to be carried out to

ensure the acceptability. The aggregates shall be stored separately and handled in such a

manner as to prevent the inter mixed on different aggregates. If the aggregates are covered

with dust, they shall be washed with water to make them clean.

M-5B BLACK TRAP OR EQUIVALENT HARD STONE COARSE :

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

5B.1 Aggregate for Design Mix concrete : Coarse aggregate shall be of machine crushed stone of

black trap or equivalent hard stone and be hard, strong, dense, durable clean and free from

skin and coating likely to prevent proper adhesion of mortar.

5B.2 The aggregates shall generally be cubical in shape. Unless special stones of particular

quarries are mentioned, aggregates shall be machine crushed from the best, black trap or

equivalent hard stones as approved. Aggregate shall have no deleterious reaction with

5B.3 The necessary tests indicated in I. S. 383-1970 and I.S.456-1978 shall have to be carried out

to ensure the acceptability of the material.

5B.4 If aggregate is covered with dust it shall be washed with water to make it clean.

M-6 CEMENT MORTAR:

6.1 Water shall conform to specification M-1. Cement shall confirm to specification M-2, sand

shall confirm to M-3.

6.2 Proportion of Mix :

6.2.1 cement and sand shall be mixed to specified proportion, sand being measured by measuring

boxes. The proportion of cement will be by volume on the basis of 50 Kg/bag of cement

being equal to 0.0342 cum. The mortar may be hand mixed or machine mixed as directed.

6.3 Preparation of Mortar:

6.3.1 In hand mixed mortar cement and sand in the specified proportions shall be thoroughly

mixed dry on a clean impervious platform by turning over at least 3 times or more till a

homogenous mixture of uniform colour is obtained. Mixing platform shall be so arranged

that no deleterious extraneous material shall get mixed with mortar or mortar shall flow out.

While mixing, the water shall be gradually added and thoroughly mixed to form a stiff

plastic mass of uniform colour so that each particle of sand shall be completely covered with

a film of wet cement. The water cement ratio shall be adopted as directed.

6.3.2 The mortar so prepared shall be used within 30 minutes of adding water. Only such quantity

of mortar shall be prepared as can be used within 30 minutes.

M-7 BRICK BATS AGGREGATE :

7.1 Brick bat aggregate shall be broken from well burnt or slightly over burnt and dense brick. It

shall be homogeneous in texture roughly cubical in shape, clean and free from dirt of any

other foreign material. The brick bats shall be of 40 mm to 50 mm size unless otherwise

specified in the item. The underburnt of overburnt brick bats shall not be allowed.

7.2 The brick bats shall be measured by volume by suitable boxes or as directed.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

8.1 The bricks shall be hard or machine moulded and made from suitable soils and kiln burnt.

They shall be free from cracks and flaws and nodules of free lime. The shall have smooth

rectangular faces with sharp corners and shall be of uniform colour.

The bricks shall be moulded with a frog of 100 mm x 40 mm and 10 mm to 20 mm deep

on one of its flat sides. The bricks shall not break when thrown on the ground from a height

8.2 The size of modular bricks shall be 190 mm x 90 mm.

8.3 The size of the conventional bricks shall be as under :

8.4 Only bricks of one standard size shall be used on one work. The following tolerance shall

be permitted in the conventional size adopted in a particular work.

Length : = 1/8" (3.0 mm) Width : = 1/16" (1.50 mm)

Height : = 1/16" (1.50 mm)

8.5 The crushing strength of the bricks shall not be less than 35 Kg/Sq.cm. The average water

absorption shall not be more than 20 percent by weight. Necessary tests for crushing

strength and water absorption etc. shall be carried out as per I.S. 3495 (Part-I to IV) -

M-8A FLY-ASH LIME BRICKS :

The fly ash lime bricks shall conform to Grade-1 or Grade-2 of IS-3812-1981. The frog of

the 80 to 100 mm x 40 mm x 10 to 20 mm size.

The size of modular bricks shall be 190 mm x 90 mm x 90 mm.

The size of conventional brick shall be 225 mm x 110 mm x 75 mm.

Only bricks of one standard size shall used on one work. The following tolerances shall

permitted in the conventional size adopted in a particular work:

Length : + 3 mm

Height : + 2 mm

The physical characteristic of bricks shall be as follows.

The minimum compressive strength of fly ash lime bricks shall not be less than

Kg/Sq.Cm. and the test shall be conform to IS-3495 (Part-I):1992.

The average drying shrinkage of the brick when tested by the method described in IS 4139-

1989 being shall not exceed 0.15 percent.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

The averages water absorption not more than 20 percentage by mass and the test shall

conform to IS-3495 (Part-3):1992.

M-9 MILD STEEL BARS :

9.1 Mild steel bars reinforcement for R.C.C. work shall conform to I.S. 432 ( Part-II ) 1966 and

shall be tested quality. It shall comply with relevant part of I.S.456-1978.

9.2 All the reinforcement shall be clean and free from dirt, paint, grease, mill scale or loose of

thick rust at the time of placing.

9.3 For the purpose of payment the bar shall be measured correct upto 10 mm length and weight

payable worked out the rate specified below :

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

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

3. 10 mm 0.62 Kg./Rmt. 10. 25 mm 3.35 Kg./Rmt.

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

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

6. 16 mm 1.58 Kg./Rmt. 13. 36 mm 7.31 Kg./Rmt.

7. 18 mm 2.00 Kg./Rmt. 14. 40 mm 9.86 Kg./Rmt.

M-10 TMT FE-500 STEEL BARS FOR REINFORCEMENT :

10.1 Reinforcement bars shall conform to IS-432, IS-226 or IS-1786 and welded wire fabrics to

IS : 1566. Only TMT bars for reinforcement in RCC duct shall be used which shall be

clean, free from pitting, oil, grease, paint, loose mill scale, rust, dirty dust or any other such

substance that will destroy or reduce bond.

It permitted by the Engineer-in-charge reinforcement shall be done in accordance with IS-

2751 or IS-9147 as applicable.

10.2 Other provision and requirements shall conform to specification No. M-7 for mild steel bars.

M-11 MILD STEEL BINDING WIRE :

11.1 The mild steel wire shall be of 1.63 mm or 1.22 mm (16 or 18 gauge) diameter and shall

conform to I.S. 280-1972.

11.2 The use of black wire will be permitted for binding reinforcement bars. It shall be free from

rust, oil paint grease, loose mill scale or any other undesirable coating which may prevent

adhesion of cement mortar.

M-12 STRUCTURE STEEL :

12.1 All structural steel conform to I.S.226 - 1965. The steel shall be free from the defects

mentioned in I.S. 226-1975 and shall have a smooth finish. The material shall be free from

loose mill scale, rust pits or other defects affecting the strength and durability. Rivet bars

shall conform to I.S. 1148-1973.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

12.2 When the steel is supplied by the contractor test certificate of the manufacturers shall be

obtained according to I.S. 226-1975 and other relevant Indian Standards.

M-13 SHUTTERING :

13.1 The shuttering shall be either of wooden planking of 30 mm. minimum thickness with or

without steel lining or of steel plates stiffened by steel angles. The shuttering shall be

supported on battens and beams and props of vertical ballies properly cross braced together

so as to make the centering rigid. In places of bullie props, brick pillar of adequate section

built in mud mortar may be used.

13.2 The form work shall be sufficiently strong and shall have camber, so that it assumes correct

shape after deposition of the concrete and shall be able to resist forces caused by vibration

of live load of men working over it and other incidental loads associated with it. The

shuttering shall have smooth and even surface and its joints shall not permit leakage of

13.3 If at any stage of work during or after placing concrete in the structure, the form sags or

bulges out beyond the required shape of the structure, the concrete shall be removed and

work redone with fresh concrete and adequately rigid form work. The complete form work

shall be got inspected by and got approved from the Engineer-in-charge, before the

reinforcement bars are placed in position.

13.4 The props shall consist of bullies having 100 mm minimum diameter measured at mid

length and 80 mm at thin end and shall be placed as per design requirement. These shall rest

squarely on wooden sole plates 40 mm thick and minimum bearing area of 0.10 Sq.m. laid

on sufficiently hard base.

13.5 Double wedges shall further be provided between the sole plate and the wooden props so as

to facilitate tightening and easing of shuttering without jerking the concrete.

13.6 The timber used in shuttering shall not be so dry as to absorb water from concrete and swell

or bulge nor so wet to shrink after erection. The timber shall be properly sawn and planned

on the sides and the surface coming in contract with concrete. Wooden form work with

metal sheet lining or steel plates stiffened by steel angles shall be permitted.

13.7 As far as practicable, clamps shall be used to hold the forms together and use of nails and

spikes avoided.

13.8 The surface of timber shuttering that would come in contact with concrete shall be well

wetted and coated with soap solution before the concreting is done. Alternatively coat of

raw linseed oil or oil of approved manufacture may be applied in place of soap solution. In

case of steel shuttering either soap solution or raw linseed oil shall be applied after

thoroughly cleaning the surface. Under no circumstances black or burnt oil shall be

13.9 The shuttering for beams and slabs shall have camber of 4 mm per meter (1 in 250) or as

directed by the Engineer-in-charge so as to offset of subsequent deflection for cantilevers

the camber at free end shall be 1/50 of the projected length or as directed by the Engineer-

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

M-14 HARD DRAWN WIRE :

The Hard drawn steel wire should confirming to IS-432 (Part 2), Hard drawn steel wire shall

be manufacture and its chemical composition should be as per para 3.0. The finished wire

should be free from defects and finished in a workman like manner. Nominal sizes,

Tolerances, Physical requirements are as per IS : 432 (Part-II) latest edition. Hard drawn

steel wire should be tested as specified in IS : 432 (Part-II) latest edition.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

D-1 : EXCAVATION

D.1.1 GENERAL :

D.1.1.1 Any soil which generally yields to the application of pickaxes and shovels or

jumpers or scarifies phawaraa rakes or any such excavating implement or organic

soil, gravel, silt, sand, tuff loam, clay, peat etc., fall under this category.

D.1.2 CLEARING OF SITES :

D.1.2.1 The site on which the drain is to be laid as shown on plan and the area required for

setting out and other operation shall be cleared and all obstructions, loose stones and

materials, rubbish of all kinds, stumps, brushwood as well as all trees, shall be

removed as directed. The roots shall be entirely grubbed up.

D.1.2.2 The products of the clearing to be stacked in such a place and in such a manner, as

directed by the Engineer-in-charge.

D.1.2.3 In Jungle clearings, all trees not specially marked for preservation, bamboos,

Junglewood and brushwood shall be cut and their roots grubbed-up. All wood and

material from the clearing shall be the property of Corporation and shall be arranged

as directed the Corporation Engineer or his authorised agent. The materials found to

be usefully by the Engineer will be conveyed and properly stacked as directed within

the specified limit. Useless materials will be burnt or otherwise disposed off as

directed, by the Engineer-in-charge.

D.1.2.4 All holes or hollows, whether originally existing or produced by drawing-up roots,

shall be carefully filled up with earth, well rammed and leveled off, as may be

D.1.3 SETTING OUT :

D.1.3.1 All the centre line of drain trenches shall be given by the Engineer-in-charge and it

will be the responsibility of the contractor to install substantial reference marks,

bench marks etc. and maintain them as long as required true to line, level, curve &

slopes. The contractor shall assume full responsibility for alignment, elevation and

dimensions of each and all parts of the work. The labour, materials etc. required for

setting out and establishing bench marks and other reference marks shall be arranged

by the contractor at his own cost.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

D.1.4 EXCAVATION :

D.1.4.1 The excavation for the drain trenches shall include removal of all materials of

whatsoever nature and whether wet or dry, necessary for the laying of pipe lines and

sub-structure exactly in accordance with lines, levels, grades and curves shown on

the plans L-sections or as directed by the Engineer-in-charge. Trenches shall be

excavated to the exact width at of lowest portion of the trench and the side slopes as

(1:0.5). The contractor shall notify the Engineer before starting excavation to enable

him to take cross sectional levels for purpose of measurements before the ground is

D.1.4.2 Excavation shall be carried out in stratas specified in item of schedule `B'. The lift

will be also as specified in Schedule `B'. Tunneling in case of laying of deep sewers

in place of open excavation shall be allowed up to 2 metre length with the

permission by the Engineer-in-charge. Contractor shall, as far as possible avoid

tunneling at the joints of pipes. In such case, the levels and gradients of drain to be

laid shall be properly attained and shall be got thoroughly checked by the contractor

through the Engineer-in-charge. Payment of tunneling shall be made as per the rate

for open excavation including dewatering etc. as mentioned in the item

specification. No deduction or extra payment shall be made in case of tunneling.

Excavated material shall be stacked at a minimum distance of 1.5 meters away from

the edge of the trench or as directed. Sight rails and boning rods shall be used for

checking the gradients of bed or trenches. Before the trench excavation is started,

sight rails made of good timber shall fixed truly vertical at a uniform height, above

the invert as per the instruction of the Engineer-in-charge. The centre line shall be

clearly marked on the sight rails. Depth of excavation shall be checked by boning

rods of suitable size and length as per instructions of the Engineer-in-charge. All the

sight rails shall be painted alternatively with two different colours so as to provide

better visibility.

D.1.4.3 The bottom of the trenches shall be leveled both longitudinally and transversely or

stepped as directed by the Engineer. The contractor shall, at his own cost, remove

such portion of boulders or rock, as required to make the bottom of the trench level.

No filling shall be allowed to being the bottom of the trench in level. If by

contractor's mistake, Excavation is made deeper that shown on the plan ordered by

the Engineer, the extra depth stuff duly watered and rammed as directed by the

Engineer as at the cost of the contractor. All rock or other hard foundation shall be

cleared off, all soft and loose material cut to a firm surface, either level, stepped as

directed by the Engineer. The Engineer may order such changes in the dimensions

and elevation of bottom of trenches and may be deemed necessary to secure

satisfactory laying of pipelines. The contractor shall at his own expense, make

provision for all pumping, dredging bailing out of draining water and the trenches

shall be kept free of water, during construction work.

D.1.4.4 After each excavation is completed, the contractor shall notify the Engineer to that

effect and no trench will be allowed to be filled up until the Engineer or his

authorised agent approved the depths and dimensions of excavation and the nature

of the strata met with and the level and/or measurements are recorded.

D.1.4.5 The work measured shall be maintained till completion and in case of collapse of

sides or bottom of trenches due to any reasons, it shall be made good without any

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D.1.5 PROTECTION :

D.1.5.1 The drain trenches, shall be strongly fenced and red light signals shall be kept at

night in charge of watchmen to prevent accidents. Sufficient care and protective

measure shall be taken to see that the excavation shall not affect or damage the

adjoining structure. The contractor shall be entirely responsible for any injury to

life and damage to the properties etc. Necessary protection work such as guide ropes,

crossing places, barricades, caution Boards etc. shall be provided by the Contractor.

The wooden planks for crossing trenches by public as per requirement shall be

provided by the contractor without any extra cost.

D.1.6 ADDITIONAL REQUIREMENTS :

D.1.6.1 At the joints drain the trench shall be excavated to an additional depth of 15 cms.

and width of 30 cms. and length of 15 cms. beyond the edge of collar on both the

sides or as directed by Engineer-in-charge. The rate includes for such extra

excavation made at the joints. The trenches shall be excavated perfectly in straight

line. The bottom of trench shall be kept as per invert level or as directed. In

obtaining formation on the bottom trench, the usual method of sight rails and boning

rods shall adopted. The contractor shall have to provide and fix and maintain sight

rails and boning rod without any extra cost.

D.1.6.2 If contractor fails or makes delay to give the hydraulic test of the pipe line laid line

any of the section, without any genuine reasons, he shall be responsible to get re-

excavate any part of the length of trenches refill in such case (i.e. before testing for

safety of pedestrian and / or vehicular traffic) as found necessary be the Engineer-in-

charge without any extra cost, if found necessary and as directed by the Engineer-in-

charge. The contractor shall have to excavated the refilled trenches, during

hydraulic test without any extra cost.

D.1.6.3 In case of excavation across a road, permission of road authorities shall have to be

obtained. At all road crossings, trenches shall be excavated only for half width of the

road and pipe shall be laid. The other half shall be excavated only after back filling

over the laid pipe line making it suitable for the traffic. The contractor shall

provided diversion when the pipe line is to be laid along the road as required and

shall maintain the diversion or any part of it, of damaged without any extra cost. At

all road crossings, the pipe shall be laid below the crust of the road.

D.1.6.4 The contractor shall break the road surface by Excavation of chiseling to the exact

width and length as shown on the drawing or as directed by the Engineer-in-charge.

Separate provision for additional labour in breaking, removing of pavement is made

and under this item quantity of excavation shall be including depth of such pavement

D.1.6.5 The excavated stuff shall be deposited in uniform layers to avoid mixing with other

kind of materials at no objectionable place or as directed by the Engineer-in-charge.

D.1.6.6 The contractor shall have to make his own arrangements for taking trial pits etc. at

his own cost, as directed by the Engineer-in-charge.

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D.1.6.7 If necessary, temporary arrangements shall have to be made to divert or convey

across all natural water ways or build up drains etc. without any extra cost.

D.1.6.8 All water pipes, cables, any structure shall be protected by the contractor as directed

by the Engineer-in-charge, if met during excavation. Any damage caused shall be

rectified without any extra cost.

D.1.6.9 Breaking of brick structures/R.C.C. works, cement concrete etc. coming in

excavation shall be considered as excavation in strata shown in the item, as above

and will be paid at the same rate.

D.1.6.10 All safety precautions shall have to be made by the Contractor including shoring and

D.1.6.11 The excavation in narrow streets, lanes shall have to be carried out with full

precautions so as that no property may be damaged. Any compensation to be paid to

the other party will be paid by the contractor for which the Ahmedabad Municipal

Corporation will not be responsible.

D.1.6.12 All obstacles, structures etc. shall be removed and made good without further claim

D.1.7 CLASSIFICATION OF STRATA :

D.1.7.1 The decision regarding classification of strata shall rest with the Engineer-in-charge

and his decision shall be final and binding to the contractor.

D.1.7.2 All the materials encountered in the excavation shall be classified as under.

D.1.7.3 All sorts of soil, sand, gravel and other similar soft and loose materials these will

include all materials of an earthy or sandy nature which can be easily ploughed or

small shingle and gravel which can be easily removed of shall boulders not

exceeding 0.30 Cu.m. or 30 litres (about one Cft.) occurring in such strata will be

included in the rate for this item.

D.1.7.4 Soft Murrum :

D.1.7.4.1 This shall include materials which can be easily removed with the shovel after

loosening with a pick.

D.1.7.5 Hard Murrum :

D.1.7.5.1 This shall include all kinds of disintegrated rock or shale or inundated clay from

boulders, larger that 0.30 Cu.m. or 30 litres (about one Cft.) and which can be

removed with pick and shovel though not without some difficulty any which do not

require blasting.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

D.1.7.6 Hard Murrum and Boulders :

D.1.7.6.1 This shall include all kinds of disintegrated rock or shale or inundated clay

interspersed with boulders less than half (0.5) a cubic meter (about half Ci.cft.) and

large than 0.30 Cu.m. or 30 litres (approx. one Cft.) which do not normally required

blasting and can be removed with pick, bar wedge and hammer.

Boulders bigger than 0.5 Cu.m. will be paid for as soft or hard rock according to as it

is soft or hard-rock.

D.1.7.7 Soft Rock :

D.1.7.7.1 This shall include all materials which is rock or hard conglomerate, all decomposed

and watered rock, highly fissured rock, old masonry and also soft rock boulders

bigger than 0.5 Cubic meter and other verities of rock which do not require blasting

and which can be removed with rock, crow bars, wedges and hammer with some

D.1.7.8 Hard Rock (Blasted)

D.1.7.8.1 This shall include all rocks, occurring in masses which could best be removed

blasting and where in the opinion of the Engineer, blasting is necessary and is

D.1.7.9 Hard Rock (Chiseled, Wedge or Line Drilled)

D.1.7.9.1 This shall include all rock, occurring in masses or boulders bigger than half cubic

meter size each, which can best be removed by blasting but which owning to the

proximity or structures, possibility of shattering the rock below or for any other

reasons should be cut by means of cold chisels of wedges or line drilling.

D.1.7.10 Laterite :

D.1.7.10.1 This shall include laterite rock soft and hard which can be removed with hammer,

chisels, crow or by blasting. Latteritic murrum which has not hardened into stone

shall be classified as hard murrum.

D.1.7.10.2 The classification of various, stratas met with during excavation will be decided by

the Engineer-in-charge and his decision shall be final and binding on the contractor.

D.1.7.10.3 Rock referred to above would include Besalt, Trap, Granite, Quartzite, Gneiss,

laterite and other types.

D.1.7.10.4 The use of explosive in excavation will not be considered as a reason for other

classification then the above unless clearly necessary in the opinion of Engineer-in-

D.1.8 DEWATERING :

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D.1.8.1 Unless specially provided for as a separate item in the contract, the rate of

excavation would include bailing or pumping out all water which may accumulate in

the excavation during the progress of the work, either, by percollation, seepage,

springs, rain or any other cause and diverting surface flow if any, by earthen bunds

shall be removed as soon as the work is completed.

D.1.8.2 Unless specially provided as a separate item of contract, pumping of water from

trenches etc. shall be carried out by the Contractor at his cost and he should arrange

for required number of dewatering sets for the above. He should take precaution to

prevent any damage to the foundation, trench, concrete, or masonary or any adjacent

structure. The excavation shall be kept free from water by the contractor (1) during

inspection and measurement (2) when concrete and/or masonary are in progress and

till the construction work reaches above, the natural water level had (3) till the

Engineer considers that the mortar is sufficiently set.

D.1.9 DISPOSAL OF EXCAVATED STUFF :

D.1.9.1 The surplus excavated earth, after backfilling the trenches shall have to be removed

from the site as directed.

D.1.9.2 After compaction and consolidation, if any short fall of earth is found then contractor

has to bring the same to the required quantity in order to meet shortfall at his own

cost. More over, if any settlement of road after reinstatement is observed during the

defect liability period of the work. Contractor shall be fully responsible for the

defective work and patches / depression / settlement shall be repaired with quarry

spoil or metal at contractor's own cost. If contractor fails to repair the patches/

depression / settlement in time, corporation will repair it at all risk and cost of

No bulkage shall be payable for carted material. Contractor should quote the rates

Surplus earth shall not be disposed off in a way that leads to nuisance to the public

D.1.9.3 The site should be cleared off all debris on completion of work.

D.1.10 MEASUREMENT AND PAYMENT :

D.1.10.1 The payment of a various classes of excavation, depending upon the depth of

excavation, shall be made at the unit rate per cubic meter for the quantity actually

excavated and accepted by the Engineer limited to dimensions shown in the

sanctioned plans L-Section or as directed by the Engineer. Excavation in excess of

the sanctioned dimensions shall not be measured nor paid for and if so ordered by

the Engineer. The contractor shall have to fill up the excess depth with selected

excavated stuff duly watered and rammed as directed by the Engineer-in-charge

without any extra payment to the Contractor.

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D.1.10.2 Dimension shall be measured correct to two places of decimals of a meter and

individual quantity shall be calculated to two places of decimals of a cubic meter.

D.1.10.3 The rate for the item of excavation shall include (Unless and otherwise mentioned).

(a) Clearing of site.

(b) Setting out work including all materials and labour.

(c) Dewatering of excavation pit trench during the progress of work.

(d) Light compaction of bottom of the trench if required.

(e) Excavation & removal, sorting and stacking of all excavated stuff as directed.

(f) Necessary protection arrangements including labour, materials equipment etc.

to ensure safety and protection against risk or accident.

(g) Providing facilities for inspection and measurements at any time by the

concerned Corporation Officials.

(h) Compensation for injury to life and damage to property if caused during

progress of work.

D.1.10.4 The measurement of item shall exclude the quantity of excavation carried out for

D.1.11 Penalty :

Penalty for no barricading shall be Rs. 200 per Rmt. In case the contractor does not

provided barricading and other safety measures. The same shall be carried out by

AMC at risk and cost of contractor. 1.5 times the actual cost incurred shall be

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D-2 : BACKFILLING

D.2.1.1 All fill material will be subject to Engineer’s approval. If any material is rejected by

Engineer, contractor shall remove the same forthwith from the site at no extra cost to

the owner. Surplus fill material shall be deposited / disposed off as directed by

Engineer after the fill work is completed upto a distance of 5 Km for which separate

payment will be paid under the corresponding item.

D.2.1.2 No earth fill shall commence until surface water discharges and streams have been

properly intercepted or otherwise dealt with as directed by Engineer.

D.2.2.1 To the extent available, selected surplus soils from excavated materials shall be used

as backfill. Fill material shall be free from clods, salts, sulphates, organic or other

foreign material. All clods of earth shall be broken or removed. Where excavated

material is mostly rock, the bounders shall be broken into pieces not larger than

mm size, mixed with properly graded fine material consisting of murrum or earth fill

up the voids and the mixture used for filling.

D.2.3 If any selected fill material is required to be borrowed, Contractor shall make

arrangements for bringing such material from outside borrow pits. The material and

source shall be subject to prior approval of Engineer. The approved borrow pit area

shall be cleared of all bushed, roots of trees, plants, rubbish etc, top soil containing

salts / sulphate and other foreign material shall be removed. The materials so

removed shall be burnt or disposed off as directed by Engineer. Contractor shall

make necessary access to borrow areas and maintain the same, if such access road

does not exist, at his cost.

D.2.4 FILLING IN PITS AND TRENCHES AROUND FOUNDATIONS OF

STRUCTURES, WALLS ETC.

D.2.4.1 As soon as the work in foundations has been accepted and measured, the spaces

around the foundations, structures, pits, trenches etc. shall be cleaned of all debris,

and filled with earth in layers not exceeding 20 cm, each layer being watered,

rammed and properly consolidated, before the succeeding one is laid. Each layer

shall be consolidated to the satisfaction of Engineer. Earth shall be rammed with

approved mechanical compaction machines if instructed. Usually no manual

compaction shall be allowed unless Engineer is satisfied that in some cases manual

compaction by tampers cannot be avoided. The final backfill surface shall be

trimmed and leveled to proper profile as directed by Engineer or indicated on the

D.2.5 FILLING IN TRENCHES

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D.2.5.1 Filling in trenches for pipes and drains shall be commenced as soon as the joints of

pipes and drains have been tested and passed. The backfilling material shall be

properly consolidated by watering and ramming, taking due care that no damage is

caused to the pipes.

D.2.5.1.2 Where the trenches are excavated in soil, the filling from the bottom of the trench to

the level of the centreline of the pipe shall be done by hand compaction with selected

approved earth in layers not exceeding 8 cm; backfilling above the level of the

centreline of the pipe shall also be done with selected earth by hand compaction or

other approved means in layers not exceeding 20 cm.

D.2.5.1.3 In case of excavation of trenches in rock, the filling upto a level 30 cm above the top

of the pipe shall be done with fine materials, such as earth, moorum etc. The filling

up of the level of the centreline of the pipe shall be done by hand compaction in

layers not exceeding 20 cm. Also the filling above the centreline of the pipe shall be

done by hand compaction or approved means in layers not exceeding 20 cm. The

filling from a level 30 cm. Above the top of the trench shall be done by hand or other

approved mechanical methods with broken rock filling of size not exceeding 20 cm

mixed with fine material as available to fill up the voids.

D.2.5.1.4 Filling of the trenches shall be carried simultaneously on both sides of the pipe to

avoid unequal pressure on the pipe.

D.2.6 GENERAL SITE GRADING

D.2.6.1 Site grading shall be carried out as indicated in the drawings and as directed by

Engineer. Excavation shall be carried out as specified in the specification. Filling

and compaction shall be carried out as specified elsewhere unless otherwise

indicated below.

D.2.6.2 If no compaction is called for, the fill may be deposited to the full height in one

operation and levelled. If the fill has to be compacted, it shall be placed in layers not

exceeding 200 mm and leveled uniformly and compacted as indicated in before the

next layer is deposited.

D.2.6.3 To ensure that the fill has been compacted as specified, field and laboratory tests

shall be carried out by Contractor at his cost.

D.2.6.4 Field compaction test shall be carried out at different stages of filling and also after

the entire height has been completed. This shall hold good for embankments as well.

D.2.6.5 Contractor shall protect the earth fill from being washed away by rain or damaged in

any other way. Should any slip occur, Contractor shall remove the affected material

and make good the slip at his cost.

D.2.6.6 The fill shall be carried out to such dimensions and levels as indicated on the

drawings after the stipulated compaction. The fill will be considered as incomplete if

the desired compaction has not been obtained.

D.2.6.7 If specifically permitted by Engineer, compaction can be obtained by allowing

loaded trucks conveying fill or other material to ply over the fill area. Even if such a

method is permitted, it will be for contractor of demonstrate that the desired /

specified compaction has been obtained. In order that the fill may be reasonably

uniform throughout, the material should be dumped in place in approximately

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

uniform layers. Traffic over the fill shall then be so routed to compact the area

uniformly throughout.

D.2.6.8 If so specified, the rock as obtained from excavation may be used for filling and

leveling to indicate grades without further breaking. In such an event, filling layers

not exceeding 50 cms approximately. After rock filling the void in the rocks shall be

filled with finer materials such as earth, broken stone etc. and the area flooded so that

the finer materials fill up the voids. Care shall be taken to ensure that the finer fill

material does not get washed out. Over the layer so filled, a 100 mm thick mixed

layer of broken materials and earth shall be laid and consolidation carried out by a

tonne roller. No less than twelve passes of the roller shall be accepted before

subsequent similar operations are taken up.

D.2.6.9 Fill Density

D.2.6.9.1 The compaction, only where so called for, in the schedule of quantities / items shall

comply with the specified (Standard Proctor / modified Proctor) density at moisture

content differing not more than 4 percent from the optimum moisture content.

Contractor shall demonstrate adequately at his cost, by field and laboratory tests that

the specified density has been obtained.

D.2.6.10.1 Lead for deposition / disposal of excavated material, shall be as specified in the

respective item of work. For the purpose of measurement of lead, the area to be

excavated or filled or area on which excavated material is to be deposited / disposed

off shall be divided into suitable blocks and for each of the blocks, the distance

between centerlines shall be taken as the lead which shall be measured by the

shortest straight line route taken by Contractor. No extra compensation is admissible

on the grounds that the lead including that for borrowed material had to be

transported over marshy or ‘katcha’ land / route.

D.2.6.11 Measurement and Payment

D.2.6.11.1 Backfilling as per specifications on the sides of foundations of columns, footings,

structures, walls, tanks, rafts, trenches etc. with excavated material shall be done. As

a rule, material to be backfilled shall stacked temporarily within the basic lead of

meters unless otherwise directed by the Engineer. If Engineer directs / permits a lead

of over 90 meters for such material, the conveyance of the material for the extra

distance over the basic lead of 90 meters for backfilling will be paid for.

D.2.6.11.2 Actual quantities of consolidated back filing shall be measured and paid in cubic

Penalty for improper watering and compaction will be Rs. 350/Tanker required and

rent for roller @ Rs. 20 per sq.m.

In case the watering and compaction of the backfilled material is not as per the

specifications, AMC will carry out the same through own resources. A rate of Rs.

350 per water tanker and Rs. 20 per sq.m. for rolling and compacting will be

recovered from the contractor.

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D-4 : GRANULAR /CEMENT CONCRETE BEDDING

(A) PROVIDING BEDDING INCL. RAMMING, WATERING, CONSOLIDATING

ETC. FILLING IN TRENCH WITH AVAILABLE SAND

D.4.0 WORKMANSHIP

D.4.1 The sand / granular material to be use for bedding shall be free from salts,

organic or other foreign matter. All clods of sand shall be broken.

D.4.2 As soon as the work in trench has been completed and measured the site of

trench shall be cleared of all debris, brick bats, mortar dropping etc. sand filled

with sand in layers not exceeding 20 cms. Each layer shall be adequately

watered, rammed and consolidated before the succeeding layer is laid. The

sand shall be rammed with iron rammers where feasible and with the butt ends of

crowbars, where rammer cannot be used.

D.4.3 The finished level of bedding shall be kept to shape intended to be given to

D.4.4 The consolidation may be done by hand rammers, where so specified. The extent

of consolidation required shall also be as specified.

D.4.5 The sand /granular material shall be allowed to be used in bedding the trenches.

Under no circumstances black cotton soil be used for bedding.

D.4.6 MODE OF MEASUREMENTS & PAYMENT :

The payment shall be made for bedding the granular material as per drawings. No

deduction shall be made for shrinkage or voids, if consolidated as instructed above.

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

Providing and laying cement concrete1:3:6(1-Cement:4-coarse sand:8-hand

broken stone aggregates 40mm nominal size) including consolidation, curing

excluding cost of form work etc. complete.

D.4.7 The concrete bedding of proportion (1:3:6) shall be according to specification of

Item of concrete works.

D.4.8 MODE OF MEASUREMENTS & PAYMENT :

The payment shall be made for concrete bedding as per drawings. No deduction

shall be made for shrinkage or voids, if consolidated as instructed above.

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

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D-5 : EXCAVATION OF ASPHALT PAVEMENT & REINSTATEMENT

(A) EXCAVATION OF ASPHALT PAVEMENT

D.5.1 Under this item contractor shall demolish existing asphalt,Existing RCC Road or

WBM pavement for New road base work.

D.5.2 Work done to the extent of requirement for laying of drain and as per specifications

shall be measured in sq.m. and paid at the tender rate.

D.5.3 Penalty for incomplete reinstatement work shall be recovered @ 1.5 times the actual

expense incurred by AMC.

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D-8 : FOR MANHOLE REPAIR & FRC MANHOLE SEAT AND

D.8.0 MATERIALS :

Water shall conform to M-1, Cement Conform to M-2, Stone coarse aggregate of

20 mm nominal size shall conform to M-5A, Grit shall conform to M-4, Steel

reinforcement shall conform to M-9-12. Flyash brick shall conform to M-8A,

Cement mortar of specified proportion shall conform to M-6.

Manhole cover with frame of required size and weight shall be procured by the

D.8.1 WORKMANSHIP :

The manhole of different types and sizes as specified shall be constructed in sewer

line at such place and to such levels and dimension as shown in drawing or as

Excavation :- The excavation for construction of manhole including

dismantling of all types of roads surface guarding, barricading, lightening the

trenches, dewatering if required, removing and replacing, shifting of

telephone/electric cables, pipe line etc. and all other safety provisions like shoring

and strutting etc. till refilling of trenches and completion of manhole

construction, stacking of excavated stuff within the specified lead, back filling

of selected excavated earth, watering and considation etc. complete shall be

carried out as per relevant specification of Excavation.

Concrete work :- Brick bats cement concrete (1:5:10) for C.C. channel (1:2:4)

finished, slab in C.C. 1 : 1.5 : 3 by volume with necessary centering and shuttering

work shall be provided. It should be placed deemed and or vibrated and cured as

directed by engineer in charge.

D.8.2 REINFORCEMENT :

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

the drawings and shall be securely held in position during placing of of concrete by

annealed No. 1 binding wire not less than 1 mm is size and by using stay block

ornnetal chair spacers, metal hangers, supporting wires or other approved devices it

sufficiently close intervals. Bars shall not be allowed to bag between supports nor

displaced during concrete of any other operation of the work. 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.

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Bars shall be bend cold to specified shape and dimensions or as directed, attain

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

injure the materials. Bars bend during transport of handling shall be straightened

before being used on the work. Unless other wise specified for mild steel a `U' type

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

In case 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 cold

twisted steel bars shall be used or without hooks at the ends. Deformed bars without

hooks shall however, comply with relevant anchorage requirements.

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

(annealed) of size not less than 1 mm in such a 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 not possible

overlapping of bars shall be done as directed. The overlaps shall be staggered for

different bars and located at points along the span where shear not bending moment

When permitted or specified on the drawings joints of reinforcement bars

shall butt welded so as to transmit their full stresses. Welded joints shall preferably

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. 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.

D.8.3 BRICK MASONARY WORK :

Before masonary is to be laid on concrete footing the top of concrete shall be

cleaned and moistened. The contractor shall obtain the Engineer's approval for one

foundation, bed, before foundation masonary is started.

Wetting of Bricks: The brick required for masonary shall be throughly wetted with

clean water for amount two hours before use or as directed. The cassation of

bubbles, when the bricks are wetted with water is an indication of through wetting

Brick shall be laid in English bond unless directed otherwise. Half or out bricks shall

not be used except when necessary to complete to bond. Closers in such case shall be

cut to required size and used bear the ends of walls.

A layer of mortar shall be spread on full width for suitable length of the lower

course, each brick shall first be properly bedded and set home by gently tamping

with handle of trowel of wooden mallet. Its inside face shall be flushed with mortar

the next brick is laid and pressed again it. On completion of course, the vertical

joints shall be fully silled from the top with mortar.

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The wall shall be taken up truly in plumb. All corners shall be laid truly horizontal

and all vertical joint shall be truly vertical. Vertical joints in alternate course shall

generally be directly one over the other. The thickness of brick course shall be kept

The brick shall be laid with from up wards. A set of tools comprising of wooden

straight edges, monsoon spirit level, square half meter rub, and pins string and

plumb shall be kept on the site of work for frequent checking during the progress of

Both the faces of walls of thickness greater than 23 cms. shall be kept in proper

place. All the connected brick work shall be kept not more than one meter over the

rest of the work. Where this is not possible the work shall be raked back according

to bond (and not left toothed) at an angle not stoper than 45 degrees.

All fixtures like pipe inlet and outlet, PVC steps, manhole cover and frame etc.

which are required to be built in wall shall be embeded in cement mortar.

Brick shall be so laid that all joints shall not exposed 12 mm. The face joints shall

be raked out as directed by raking tool daily during the progress of work, when the

mortar in still green so as to provided key for plaster or ponting to be done.

For the face of brick work, plastering is to be done joints shall be racked out to a

depth not less than thickness of joints. The face of brick work shall be cleaned

and mortar dropping removed on very same day that brick work is laid.

D.8.4 PLASTER WORK :

The surface shall be cleaned of all dust, loose mortar droppings, traces of algae

afflorseence and other foreign mortar by water or by brushing. Smooth surface shall

be roughened by wire brushing of it is not hard any by backing if it is har. In case

of concrete surface, if a chemical retarder has been applied to the form work. The

surface shall be roughened by wire brushing and all the resulting dust and loose

particles cleaned off and care shall be taken that done of the reerarders is left on

the surface. Trimming of projections on brick/concrete surface where necessary

shall be carried out to get an even surface.

The work shall be soaked but only damped evenly before applying the plaster. If

the surface become dry, such areas shall be moistened again.

The plaster about 15 x 15 cms. shall be first applied horizontally and

vertically at not more than 2 meters intervals over the entire surface to serve as

gauge. The surface of these gauges shall be truly in plane of the finished

plastered surface. The mortar shall than be applied in uniform surface slightly

more than the specified thickness, then brought to a true surface be working a

wooden straight edge reaching acress the gauges with small upward and sideways

movements at a time. Finally, the surface shall be finished off true with a trowel of

wooden float accordingly excessive trowelling of over working the float shall be

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avoided. All corners arrises angles and junctions shall be truly vertical of

horizontal as the case may be and shall be carefully finished. Rounding or

chambering conners, arrises junctions etc. shall be carried out with proper templates

the size required.

Cement mortar for plaster shall be used within half an hour after addition of

water. And mortar for plaster which is partially set shall be rejected and removed

forthwith from the site.

In suspending the work at the end of the day, the plaster shall be left out clean to the

line both horizontally and vertically, when recommending the plaster the edge of the

old work shall be scraped clear and wetted with cement putty before plaster is

applied to the adjustment areas to enable the two to properly together. Plastering

work shall be closed at the end of the day on the body of the wall and nearer than

cm. to any corners of arises. It shall not be closed on the body of features such as

plaster bends and cornices not at the corners or arises. Horizontal joints in

plaster work shall not also occure on walls and copings these invariably leads to

leakage. No portion of the surface shall be deft out initially to be packed up latter

D.8.7 MODE OF MEASUREMENTS & PAYMENTS :

Payment shall be made on the basis as per number of masonary manholes

chamber Constructed with all constructing materials labours, excavation refilling

curing, finishing, providing and fixing M.S Steel HDPE coated steps, constructing

laying half round gutter, fixing R.C.C. manhole cover etc. complete in all

The item will be paid per No. of construction of complete masonary manhole

chamber as shown in the drawing upto the depth specified and shown in the type

design drawing.

The measurements shall be made for such number of chambers construction. The

surplus excavated stuff shall be disposed of as directed by Engineer-in-charge.

The depth of manholes shall be the distance between the top of manhole and the

invert level of the main drain. The rate includes all labours, materials, tools and

plant etc. required for satisfactory completion of this item as directed above.

The item includes :-

(i) Excavation for manhole

(ii) Bed concrete, slab concrete and copping with necessary

(iii) Necessary brick work with cement plaster inside and outside.

(iv) Providing and fixing M.S Steel HDPE coated steps

(v) Carting, conveying and fixing of manhole frame cover with necessary

concrete and finishing.

(vi) Refilling with necessary watering and consolidation.

(vii) Curing for 14 days.

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D.8.8 FIBRE REINFORCED CONCRETE :

Frame and Cover – The fibre reinforced concrete frame and cover shall be 560 mm

dia. Heavy duty type (circular-HD-20) as per IS:12592-2002. The dimensions of

frame shall as per table-1 of clause 5.2 of IS-12592. The load test shall be as per

table-2 of IS : 12592-2002.

Table No. 2 – Test Load and Diameter of Block

Grade of Type Load Diameter of

LD-2.5 Rectangular, square or circular 25

MD-10 Rectangular or circular 100

HD-20 Rectangular, square or circular 200

EHD-35 Rectangular, square or circular 350

The cover should have suitable lifting arrangement. The FRC frame and cover shall

be paid on number basis of completed item at site.

D.8.9 PRECAST RCC MANHOLE:

The Precast RCC Manhole should be constructed in RCC M 40 grade concrete.

Specifications for material used for Precast manhole shall be as per detail

specification of material. Specification for concrete work and reinforcement work

shall be as per D-9. For all the requirement of Precast reinforced concrete manholes

shall be as per ASTM Designation : C478-09 should be followed. The payment shall

be made on number basis. The same rate shall be applicable for depth. + 0.5 m.

than mentioned in the item.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

D-9 : REINFORCED CEMENT CONCRETE WORK & PLAIN

CEMENT CONCRETE WORK

D.9.1.1 This Specification covers the general requirements for concrete using on-site

production facilities including requirements in regard to the quality, handling,

storage of ingredients, proportioning, batching, mixing, transporting, placing, curing,

protecting, repairing, finishing and testing of concrete; form work; requirements in

regard to the quality, storage, bending and fixing of reinforcement; grouting as well

as mode of measurement and payment for complete works.

D.9.1.2 It shall be very clearly understood that the specifications given herein are brief and

do not cover minute details. However, all work shall have to be carried out in

accordance with the relevant standards and codes of practices or in their absence in

accordance with the best accepted current engineering practices or as directed by

Engineer from time to time. The decision of Engineer as regards the specification to

be adopted and their interpretation and the mode of execution of work shall be final

and binding on Contractor and no claim whatsoever will be entertained on this

D.9.2 APPLICABLE CODES AND SPECIFICATIONS

D.9.2.1 The following specifications, standards and codes, including all official amendments

/ revisions and other specifications and codes referred to therein, should be

considered a part of this specification. In all cases the latest issue / edition / revision

shall apply. In case of discrepancy between this specification and those referred to

herein below or other specifications forming a part of this bid document, this

specification shall govern.

D.9.2.2 Code for Materials

1. IS : 269 - Specification for 33 grade ordinary portland cement

2. IS : 455 - Specification for portland slag cement

3. IS : 1489 - Specification for portland pozzolana cement

4. IS : 8112 - Specification for 43 grade ordinary portland

5. IS : 12330 - Specification for sulphate resisting portland cement

6. IS : 383 - Specification for coarse and fine aggregates from

natural sources for concrete.

7. IS : 432 - Specification for mild steel and medium tensile

(Part 1 and 2) steel bars and hard drawn steel wires for concrete

8. IS : 1786 - Specification for high strength deformed steel bars

and wires for concrete reinforcement.

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9. IS : 1566 - Specification for hard drawn steel wire fabric for

concrete reinforcement.

10. IS : 9103 - Specification for admixtures for concrete.

11. IS : 2645 - Specification for integral cement water proofing

12. IS : 4990 - Specification for plywood for concrete shuttering

13. IS : 12269 - Specification for 53 grade ordinary portland

D.9.2.3 Code for Material Testing

1. IS : 4031 - Methods of physical tests for hydraulic cement.

(Parts 1 to 15)

2. IS : 4032 - Methods of chemical analysis of hydraulic cement.

3. IS : 650 - Specifications for standard sand for testing of

4. IS : 2430 - Methods for sampling of aggregates for concrete.

5. IS : 2386 - Methods of test for aggregates for concrete.

6. IS : 3025 - Methods of sampling and test (physical and

chemical) water used in industry.

7. IS : 6925 - Methods of test for determination of water soluble

chlorides in concrete admixtures.

D.9.2.4 Code for Materials Storage

1. IS : 4082 Recommendations on stacking and storing of

construction materials at site.

D.9.2.5 Code for Concrete Mix Design

1. IS : 10262 - Recommended guidelines for concrete mix design.

2. SP : 23 - Handbook on Concrete Mixes.

D.9.2.6 Code for Concrete Testing

1. IS : 1199 - Method of sampling and analysis of concrete.

2. IS : 516 - Method of test for strength of concrete

3. IS : 9013 - Method of making, curing and determining

compressive strength of accelerated cured concrete

test specimens.

4. IS : 8142 - Method of test for determining setting time of

concrete by penetration resistance.

5. IS : 9284 - Method of test for abrasion resistance of concrete.

6. IS : 2770 - Methods of testing bond in reinforced concrete.

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D.9.2.7 Code for Equipment

1. IS : 1791 - Specification for batch type concrete mixers.

2. IS : 2438 - Specification for roller pan mixer.

3. IS : 4925 - Specification for concrete batching and mixing plant.

4. IS : 5892 - Specification for concrete transit mixer and agitator.

5. IS : 7242 - Specification for concrete spreaders.

6. IS : 2505 - General Requirements for concrete

vibrators : Immersion type.

7. IS : 2506 - General Requirements for screed board concrete

8. IS : 2514 - Specification for concrete vibrating tables.

9. IS : 3366 - Specification for pan vibrators.

10. IS : 4656 - Specification for form vibrators for concrete.

11. IS : 11993 - Code of practice for use of screed board concrete

12. IS : 7251 - Specification for concrete finishers.

13. IS : 2722 - Specification for portable swing weigh batchers for

concrete (single and double bucket type).

14. IS : 2750 - Specification for steel scaffoldings.

D.9.2.8 Codes of Practice

1. IS : 456 - Code of practice for plain and reinforced concrete.

2. IS : 457 - Code of practice for general construction of plain and

reinforced concrete for dams and other massive

3. IS : 3370 - Code of practice for concrete structures for storage of

(Parts 1 to) liquids.

4. IS : 3935 - Code of practice for composite construction.

5. IS : 2204 - Code of practice for construction of reinforced concrete

6. IS : 2210 - Criteria for the design of reinforced concrete shell

structures and folded plates.

7. IS : 2502 - Code of practice for bending and fixing of bars for

concrete reinforcement.

8. IS : 5525 - Recommendation for detailing of reinforcement in

reinforced concrete works.

9. IS : 2751 - Code of practice for welding of mild steel plain and

deformed bars used for reinforced concrete

10. IS : 9417 - Specification for welding cold worked bars for

reinforced concrete construction.

11. IS : 3558 - Code of practice for use of immersion vibrators for

consolidating concrete.

12. IS : 3414 - Code of practice for design and installation of joints in

13. IS : 4326 - Code of practice for earthquake resistant design and

construction of building.

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14. IS : 4014 - Code of practice for steel tubular scaffolding.

15. IS : 2571 - Code of practice for laying in-situ cement concrete

16. IS : 7861 - Code of practice for extreme weather concreting.

(Part – 1) - Recommended practice for hot weather concreting.

(Part – 2) - Recommended practice for cold weather concreting.

D.9.2.9 Code for Construction safety

1. IS : 3696 - Safety code for scaffolds and ladders.

(Parts I and III)

2. IS : 7969 - Safety code for handling and storage of building

3. IS : 8989 - Safety code for erection of concrete framed

D.9.2.10 Code for Measurement

1. IS : 1200 - Method of measurement of building and engineering

(Part 1 to 28) works.

2. IS : 3385 - Code of practice for measurement of Civil

Engineering works.

D.9.3.1 Engineer shall have the right at all times to inspect all operations including the

sources of materials, procurement, layout and storage of materials, the concrete

batching and mixing equipment, and the quality control system. Such an inspection

shall be arranged and Engineer’s approval obtained, prior to starting of concrete

work. This shall, however, not relieve Contractor of any of his responsibilities. All

materials which doe not conform to this specification shall be rejected.

D.9.3.2 Materials should be selected so that they can satisfy the design requirements of

strength, serviceability, safety, durability and finish with due regards to the

functional requirements and the environmental conditions to which the structure will

be subjected. Materials complying with codes / standards shall generally be used,

other materials may be used after approval of the Engineer and after establishing

their performance suitability based on previous data, experience or tests.

D.9.4 MATERIALS

D.9.4.1.1 Unless otherwise specified or called for by the Engineer, cement shall be Ordinary

Portland cement conforming to IS specified above.

D.9.4.1.2 Where Portland pozzolana or slag cement are used, it shall be ensured that

consistency of quality is maintained, there will be no adverse interactions between

the materials and the finish specified is not marred.

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D.9.4.1.3 Only one type of cement shall be used in any one mix. The source of supply, type or

brand of cement within the same structure or portion thereof shall not be changed

without approval from Engineer.

D.9.4.1.4 Cement which is not used within 90 days from its date of manufacture shall be tested

at a laboratory approved by Engineer and until the results of such tests are found

satisfactory, it shall not be used in any work.

D.9.4.2 Aggregates (General)

D.9.4.2.1 General

D.9.4.2.1.1 “Aggregate” in general designates both find and coarse inert materials used in the

manufacture of concrete (vide BIS 456 & BIS 383) and conforming to tests as per

BIS 2386 (Part I to VI).

D.9.4.2.1.2 “Coarse Aggregate” is aggregate most of which is retained when passed through on

4.75 mm BIS sieve.

D.9.4.2.1.3 All fine and coarse aggregates proposed for use in the works shall be subject to the

Engineer-in-Charge’s approval and after specific materials have been accepted, the

source of supply of such materials shall not be changed without prior approval of the

Engineer-in-charge.

D.9.4.2.1.4 Aggregates shall consist of natural sand, stone (crushed or uncrushed) and gravel

from a source known to produce satisfactory aggregate for concrete and shall be

chemically inert, non-flaky, strong, hard, durable against weathering, or limited

porosity and free from deleterious materials that may cause corrosion of the

reinforcement or may impair the strength and or durability of concrete. The grading

of aggregates shall be such as to produce a dense concrete of specified strength and

consistency that will work readily into position without segregation and shall be

based on the “mix design” and preliminary tests on concrete specified later. The

aggregates shall be brought from the source as mentioned in Volume–I Clause

D.9.4.2.2 Sampling and testing

D.9.4.2.2.1 Samples of the aggregates for mixed design and determination of suitability shall be

taken under the supervision of the Engineer-in-charge and delivered to the

laboratory, well in advance of the scheduled placing of concrete. Records of tests,

which have been made on proposed aggregates and on concrete made from this

source of aggregates shall be furnished to Engineer-in-charge in advance of the

work, for use in determining aggregate suitability. The costs of all such tests,

sampling etc. shall be borne by the contractor.

D.9.4.2.3 Storage of aggregates

D.9.4.2.3.1 All coarse and fine aggregates shall be stacked separately in stock piles in the

material yard near the work site in bins properly constructed to avoid inter mixing of

different aggregates. Contamination with foreign material and earth during storage

and while heaping the materials shall be avoided. The aggregates must be of

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specified quality not only at the time of receiving at site but more so at the time of

loading into mixer. Rakers shall be piled in layers not exceeding 1.20 m in height to

prevent coning or segregation. Each layer shall cover the entire area of stock pile

before succeeding layers are started. Aggregates that have become segregated shall

D.9.4.2.4 Specific Gravity

D.9.4.2.4.1 Aggregates having a specific gravity below 2.4 (saturated surface dry basis) shall not

D.9.4.3 Fine Aggregate

D.9.4.3.1 Fine aggregate shall consist of natural or crushed sand conforming to IS

conforming to tests as per IS 2386 part I to IV. The sand shall be clean, sharp, hard,

strong and durable and shall be free from dust, vegetable substances, adherent

coating, clay, alkali, organic matter, mica, salt or other deleterious substances, which

can be injurious to the setting qualities / strength/ durability of concrete.

D.9.4.3.2 Screening and Washing : Sand shall be prepared for use by such screening or

washing, or both, as necessary, to remove all objectionable foreign matter while

separating the sand grains to the required size fraction.

D.9.4.3.3 Foreign Material limitations : The percentage deleterious substances in sand

delivered to the mixer shall not exceeding the following :

Sr. Foreign Material Percentage by weight

No. Uncrushed Crushed

1 Material finer than 75 micron IS sieve 3.0

3 Coal and Lignite 1.0

4 Clay Lumps 1.0

D.9.4.3.4 Gradation : Unless otherwise directed or approved by the Engineer-in-charge, the

grading of sand shall be within the limits indicated hereunder.

IS : Sieve Grading Grading Grading Grading

Designation Zone-I Zone-II Zone-III Zone-IV

D.9.4.3.4.1 Where the grading falls outside the limits of any particular grading zone of sieves,

other than 600 microns IS sieve, by total amount not exceeding 5%, it shall be

other than 600 microns IS sieve, by total amount not exceeding 5%, it shall be

regarded as falling within that grading zone. This tolerance shall not be applied to

percentage passing the 600 micron IS sieve or to percentage passing any other sieve

on the coarser limit of grading zone I or the finer limit of grading zone IV. Fine

aggregates conforming to grading zone IV shall not be used. Mix designs and

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preliminary tests shall show its suitability for producing concrete of specified

strength and workability.

D.9.4.3.5 Fineness Modulus

The sand shall have a fineness modulus of not less than 2.2 or more than 4.2. The

fineness modulus is determined by adding the cumulative percentages retained on

the following IS sieve sizes (4.75 mm, 2.35 mm, 1.18 mm, 600 microns and

microns) and dividing the sum by

D.9.4.4 Coarse Aggregate

D.9.4.4.1 Coarse aggregate for concrete, except as noted above, shall conform to IS 383 and IS

2386. This shall consist of crushed stone and shall be clean and free from elongated,

flaky or laminated pieces, adhering coatings, clay lumps, coal residue, clinkers, slag,

alkali, mica, organic matter or other deleterious matter.

D.9.4.4.2 Screening and Washing : Crushed rock shall be screened and or washed for the

removal of dirt or dust coating, if so requested by the Engineer-in-charge.

D.9.4.4.3 Grading

D.9.4.4.3.1 Coarse aggregate shall be either in single size or graded, in both cases the grading

shall be within the following limits :

IS Percentage passing for single sized Percentage passing for graded

Sieve Aggregate of normal size aggregate of normal size

D.9.4.4.3.2 The pieces shall be angular in shape and shall have granular or crystalline surfaces.

Friable, flaky and laminated pieces, mica and shale, if present, shall be only within

tolerance limits which will not affect adversely the strength and or durability or

concrete. The maximum size of coarse aggregate shall be 40 mm for M7.5 and M10

and 20 mm for M15 to M20 concrete, or as directed by the Engineer-in-charge or

specified otherwise. The maximum size of coarse aggregate shall be the maximum

size specified above but in no case greater than ¼th of the minimum thickness of the

member, provided that the concrete can be placed without difficulty so as to

surround all reinforcement thoroughly and fill the corners of the form. For plain

concrete the maximum size of aggregate shall be of 40 mm. for heavily reinforced

concrete members, the nominal maximum size of the aggregate shall be 5 mm less

than the minimum clear distance between the reinforcing main bars or 5 mm less

than the minimum cover reinforcement whichever is smaller.

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D.9.4.4.4 Foreign material limitations

D.9.4.4.4.1 The percentage of deleterious materials in the aggregate delivered to the mixer shall

not exceed the following :

Sr. Foreign Material Percentage by weight

No. Uncrushed Crushed

1 Material finer than 75 micron 3.0

2 Coal and lignite 1.0

3 Clay lumps 1.0

4 Soft fragments 3.0 --

D.9.4.5.1 Water used for both mixing and curing shall conform to IS : 456. Potable water is

generally satisfactory. Water containing any excess of acid, alkali, sugar or salt shall

D.9.4.6 Reinforcement

D.9.4.6.1 Reinforcement bars shall conform to IS : 432, IS : 226 or IS : 1786 and the welded

wire fabric to IS : 1566 as shown or specified on the drawings.

D.9.4.6.2 All reinforcement shall be clean, free from pitting, oil, grease, paint, loose mill

scales, rust, dirty dust or any other substance that will destroy or reduce bond.

D.9.4.6.3 If permitted by Engineer, welding of reinforcement shall be done in accordance with

IS ; 2751 or IS : 9417 as applicable.

D.9.4.6.4 Reinforcement shall be TMT Fe-500.

D.9.4.7 Admixtures

D.9.4.7.1 Accelerating, retarding, water-reducing and air entraining admixtures shall conform

to IS : 9103 and integral water proofing admixtures to IS :

D.9.4.7.2 Admixtures may be used in concrete as per manufacturer’s instructions only with the

approval of Engineer based upon evidence that with the passage of time neither the

compressive strength nor its durability is reduced. An admixture’s suitably and

effectiveness shall be verified by trial mixes with the other material used in the

works. If two or more admixtures are to be used simultaneously in the same

concrete mix, their interaction shall be checked and trial mixes done to ensure their

compatibility. There should also be no increase in risk of corrosion of the

reinforcement or other embedments.

D.9.4.7.3 Calcium chloride shall not be used for accelerating set of the cement for any concrete

containing reinforcement or embedded steel parts. When calcium chloride is

permitted such as in mass concrete works, it shall be dissolved in water and added to

the mixing water by an amount not exceeding 1.5 percent of the weight of the

cement in each batch of concrete. The designed concrete mix shall be corrected

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D.9.4.8 Wastage

D.9.4.8.1 No wastage allowance for cement and steel shall be considered and paid for.

D.9.5 SAMPLES AND TESTS

D.9.5.1 All materials used for the works shall be tested before use.

D.9.5.2 Manufacturer’s test certificate shall be furnished, for each batch of cement / steel and

when directed by Engineer samples shall also be got tested by the Contractor in a

laboratory approved by Engineer at no extra cost to Client. However, where material

is supplied by Client, all testing charges shall be borne by Client; but transportation

of material samples to the laboratory shall have to be done by Contractor at no extra

D.9.5.3 Sampling and testing shall be as per IS : 2386 under the supervision of Engineer.

The cost of all tests, sampling etc. shall be borne by Contractor.

D.9.5.4 Water to be used shall be tested to comply with requirement of IS :

D.9.5.5 Contractor shall furnish manufacturer’s test certificates and technical literature for

the admixture proposed to be used. If directed the admixture shall be got tested and

approved laboratory at no extra cost.

D.9.6 STORING OF MATERIALS

D.9.6.1 All material shall be stored in a manner so as to prevent its deterioration and

contamination which would preclude its use in the works. Requirements of IS :

shall be complied with.

D.9.6.2 Contractor will have to make his own arrangements for the storage of adequate

quantity of cement even if cement is supplied by Client. Cost of such rejected

cement, where cement is supplied by Client, shall be recovered at issue rate or open

market rate which ever is higher. Cement bags shall be stored in dry weatherproof

shed with a raised floor, well away from the outer walls and insulated from the floor

to avoid moisture from ground. Not more than 15 bags shall be stacked in any tier.

Storage arrangement shall be approved by Engineer. Storage under tarpaulins shall

not be permitted. Each consignment of cement shall be stored separately and

consumed in its order or receipt.

D.9.6.3 Each size of coarse and fine aggregates shall be stacked separately and shall be

protected from leaves and contamination with foreign material. The stacks shall be

on hard, clean, free draining bases, draining away from the concrete mixing area.

D.9.6.4 Contractor shall make his own arrangements for storing water at site in tanks to

prevent contamination.

D.9.6.5 The reinforcement shall be stacked on top of timber sleepers to avoid contract with

ground / water. Each type and size shall be stacked separately.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

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

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

The rate shall be for a unit of per Cmt.

Conveyance charge 5 km lead

Conveyance charge 5 km lead

The rate shall be for a unit of per Cmt.

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, soiling/cutting Reinforcement etc.comp. with

stacking the material as directed.

Extra rate over item of excavation of earth for excavation of asphalt pavement / RCC of thickness up to

meter including demolishing the asphalt carpet, metal, soiling/cutting Reinforcement etc.comp. with stacking the

material as directed.

a. up to 0.20 meter thickness (By Manual)

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

fuel, & transportation etc complete.

The rate shall be for a unit of per Smt.

Providing and laying cement concrete1:4:8 (1-Cement: 4-coarse sand:8-hand broken stone aggregates

mm nominal size) and curing complete excluding cost of form work in (A) Foundation and Plinth

Providing and laying cement concrete1:4:8 (1-Cement: 4-coarse sand:8-hand broken stone aggregates 40 mm

nominal size) and curing complete excluding cost of form work in (A) Foundation and Plinth

The rate shall be for a unit of per Cmt.

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

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

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.

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.

The rate shall be for a unit of per Smt.

Labour work for fixing any kind of paving with cement pointing in CM 1:2, including watering, ramming

etc comp. as directed For pavement

Labour work for fixing any kind of paving with cement pointing in CM 1:2, including watering, ramming etc

comp. as directed For pavement

a. Laying on Sand bedding as per requirement to fix the C.C.Block / Nibhada Stone /Paver Block in Line

The rate shall be for a unit of per Smt.

b. For Water Table & Kerb on Sand bedding as per requirement to fix the C.C.Block / Nibhada Stone in

The rate shall be for a unit of per Rmt

Supplying and fixing Nimbhada ladi 37 to 50 mm thick for walk-way covering the activity of excavation

ramming Laying on sand bedding as per requirement to fix the Nibhada Stone in Line & Level with

cement pointing in cement mortar 1:2 etc complete as directed.

Supplying and fixing Nimbhada ladi 37 to 50 mm thick for walk-way covering the activity of excavation

ramming Laying on sand bedding as per requirement to fix the Nibhada Stone in Line & Level with cement

pointing in cement mortar 1:2 etc complete as directed.

The rate shall be for a unit of per Smt.

Removing any kind of pavement incl. Stacking of serviceble material disposal of unserviceble material

with 50 meter lead and lift.

Removing any kind of pavement incl. Stacking of serviceble material disposal of unserviceble material with

meter lead and lift.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

The rate shall be for a unit of per Smt.

Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H Kerb block for Footpath in M-20 grade using

20 mm nominal size black trap aggregate of Sevaliya/Timba or equivalent quality for pre-cast

blocks, reasonably exposed finish/ formwork , mould with well equipped with vibratory system for

kerb stones of approved design including curing, etc. complete, including the cost of formwork etc.

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

on 5 cm thick sand bedding with necessary equipments and materials. The rate shall also include

the flush pointing in CM (1:3) for all joints of the kerbstones. Filling of zari alone the sides of

the kerb stone fixed with Bituminous concrete mixed in proper position as directed by Engineer in

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

production. a) Laying on 5 cm thick Sand Bedding

Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H Kerb block for Footpath in M-20 grade using

mm nominal size black trap aggregate of Sevaliya/Timba or equivalent quality for pre-cast blocks,

reasonably exposed finish/ formwork , mould with well equipped with vibratory system for kerb stones of

approved design including curing, etc. complete, including the cost of formwork etc. complete. The rate shall

also include necessary cutting of asphalt, fixing the Kerb stones in line and level on 5 cm thick sand bedding

with necessary equipments and materials. The rate shall also include the flush pointing in CM (1:3)

for all joints of the kerbstones. Filling of zari alone the sides of the kerb stone fixed with Bituminous

concrete mixed in proper position as directed by Engineer in change to form a portable mixture. In any case

Gravel or such type of materials shall not be allowed for production. a) Laying on 5 cm thick Sand Bedding

The rate shall be for a unit of per Rmt.

Repairing damaged G.T.incl. removing damaged brick and repairing by masonry in C.M. 1:5 and plaster

Repairing damaged G.T.incl. removing damaged brick and repairing by masonry in C.M. 1:5 and plaster in C.M.

The rate shall be for a unit of per No.

Repairing damaged M.H. and rasing M.H. up to road level incl. removing damaged brick work and

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

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

Repairing damaged M.H. and rasing M.H. up to road level incl. removing damaged brick work and repairing by

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

the debris from MH and carting the same as directed.

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

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

The rate shall be for a unit of per No.

Seal and Signature of the Bidder Addl. City Engineer

Date: (North Zone)

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

AHMEDABAD MUNICIPAL CORPORATION

FORM OF BID AND APPENDIX TO BID

FORM 1 - BID SECURITY (BANK GUARANTEE)

(Hereinafter called the Tenderer) is desirous and preferred to tender for works in accordance with

the term and conditions of tender for the work

1. Therefore. We hereby affirm that -we are guarantors on behalf of the Tenderer up to total

rupees………………..(in words............................................) Rs. (in figures) and we undertake to

pay to Municipal Commissioner, Ahmedabad Municipal Corporation, A'bad. Specified tip to his

first written demand, without demur without delay and without the necessary of a previous of

judicial or administrative procedures and without the necessity of a previous of judicial or

administrative procedures and without the necessity to prove to the Bank the defects or short

comings or debits of the contractor any sum within the limit of Rs.....................................................

2. We further agree that the Guarantee herein contemned shall remain in full force and effect during

the period that would be taken for the acceptance of tender. However unless a demand of claim

under this guarantee is made on its in writing on or before the (Date to be specified will not be less

than 120 days from the stipulated date of receiving the tender) we shall be discharge from all

liabilities under the guarantee thereafter

3. We undertake not to revoke the guarantee during it currency except with the previous

consent of the Municipal Commissioner, Ahmedabad Municipal Corporation, A' bad in

4. We lastly undertake not to revoke the guarantee for any charge in constitution of the

Tenderer or of the Bank.

Signature & Seal of Guarantor ...........................

5. The contractors shall have to furnish income tax clearance certificate before his tender is

accepted and intimate assessment number and ward under which he is assessed.

6. Copies of certificate as regards previous experience, if any, must accompany the tender.

7. List of approved banks - .As per ANNEXURE –

Seal and Signature of the Bidder Addl. City Engineer

Date: (North Zone)

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

FORM -2 PERFORMANCE GUARANTEE BOND

(BANK GUARANTEE)

(Clause 37 of Section I Volume 1)

Awarded a contract dated_ __________________for the “ Providing & Fixing Stone Paving,

Paver Block and repairing work at Diff. Chali & Main Road in India Colony Ward of North

. as specified in the tender by the Ahmedabad Municipal Corporation.

Whereas the said M/s __________________________________________has approached Us

___________________________________________Bank to provided a PERFORMANCE

GUARANTES BOND to the AMC for the work undertakes by M/s.

agreed to provided such a PERFORMANCE GUARANTEE BOND. Now therefore, we the_

______________________Bank provided the following Performance Bank, Guarantee by way of

these Bond to the AMC.

1. The contract value of the contract provided to M/s. _____________________by the AMC in Rs.

_ __________. This guarantee in the nature of PERFORMANCE GUARANTEE is provided so as

to ensure and indemnify the AMC for full and proper performance of the contract by

the _______________________________Bank hereby indemnify the AMC for all losses and / or

damages to the road surface which would be laid or resurface by M/s.________________________

and such PERFORMACE GUARANTEE would include any damage to hot mixes, dense

bituminous macadam asphalt, concrete, seal coat, concrete blocks, road markings, signage, steel

structures which may be suffered by the AMC as a result of defective production of mixes, because

of poor workmanship, or at all, by way of this bond, we the

_________________________________Bank agree and promises that in the eventuality of the

contractors M/s. __________________________________________not repairing or remeding the

Problem, loss or damage to the road surface we shall indemnify and pay the AMC such expenses,

losses and damages that may be incurred by the AMC, as a result of the AMC getting the work

done itself or from the other source.

2. We _______________________________ Bank agree and understand that the decision as to

whether any losses or damages to the project have taken place or not and / or whether the work

suffers from poor workmanship or not will be taken by the Commissioner of AMC and on the

Commissioner's decision regarding such losses or damages or defect whatsoever being so notified

by the AMC to us, We shall immediately take steps and ensure that

M/s.__________________________________ faithfully and diligently carry out the necessary

remedial steps to the full satisfaction of the Commissioner of the AMC. The opinion of the

Commissioner as to whether full and complete remedial steps, to the full satisfaction the

Commissioner of the AMC has been taken or not, will be that of the AMC. For the purpose, of

arriving at such decision as aforesaid it will be open to the Commissioner of the AMC in case he so

desires, to delegate this power to subordinate like the city Engineer to take appreciate decision and

the decisions referred to above will be deemed to be properly take and as if taken by the

Commissioner of the AMC. In the eventually of M/s.______________ not taking remedial

action to the almost satisfaction of the Commissioner of AMC. The AMC will be entitled to get the

work done itself or from sources. On the Commissioner of the AMC notifying to us the total

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

expenses incurred for this purpose. We hereby expressly have under taken to pay the AMC the said

amount forth with and in any case not less than 7 days from taken to pay the AMC the said binding

the amount indicted by the Commissioner of the AMC and our obligation to pay such amount will

be continuing of the AMC and our obligation irrespective of any dispute of differences that may

arise between us and M/s. _____________________________ of between the AMC and M/s.

3. The contract value is Rs. __________________________. This PERFORMANCE GURANTEE

is limited to 5% of the said contract value and accordingly it comes to Rs.

_______________________ our liability will be in all cases be limited to Rs._________________.

4. We agree and undertake that this PERFORMANCE GURANTEE will be valid for a period of

five years and one month from the date when the contract work is completed by the

M/s._____________________________________. The Commissioner of the AMC notify such

completion that to us. In case, no such completion it is notified, this performance guarantee will be

a valid from five years from the date of execution of this agreement. The Performance Guarantee

will come into effect from such completion date. In case however, the contract of several parts it

will be opened to the Commissioner to indicate separate completion dates for separate part and to

simultaneously indicate a break up of the contract value equivalent to the separate part. In which

case the PERFORMANCE GUARNATEE to extent of the different completion dates. It is

expressly understood that the considering this period of five years and one month, the date by

which the Corporation, intimate the Bank about the losses, damages or problems as the case may

be, shall be considered as long as such intimation is within a period of five years and one month

from the completion date. We the ___________________ Bank will be liable, irrespective of

whether the remedial actions or lack thereof has taken place after the period of the five years and

5. We _________________________________ Bank agree that the PERFORMANCE

GUARANTEE which is continuing guarantee will be binding, and enforceable against us

irrespective of any difference / disputes between the AMC and M/s.

and irrespective of any change or variation or execution time or any forbearance or waiver made or

6. In case any disputes arise as to the interpretation or implementation or implementation of this

PERFORMANCE GUARANTEE, the matter shall be referred to the sole arbitration of he

Commissioner of AMC whose decision in the matter will be final. In case any resource to any court

of law is necessitated, the appropriate Civil Court in the Ahmedabad along will have Jurisdiction.

Date: Signature of Contractor

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

FORM 3 - FORM OF AGREEMENT

THIS AGREEMENT made the ____ day of _______, 20__ between Ahmedabad Municipal

Corporation ………………..(here in after called “the Employer”) of the one part and

____________________________________________ (here in after called “the Contractor”) of the

WHEREAS the Employer is desirous that certain works should be executed by the Contractor, viz.

____________________________________________ and has accepted the bid by the contractor

for the execution and completion of such works and the remedying of any defects therein at a

contract price of Rs.______________ (Rupees _________________

NOW THIS AGREEMENT WITNESSETH as follows:

1. In this Agreement, words and expressions shall have the same meanings as are respectively

assigned to them in the Conditions of Contract hereinafter referred to.

2. The following documents shall be deemed to form and be read and construed as part of

this Agreement, viz.:

a) the Letter of Acceptance;

b) the General Conditions

c) The Financial Condition

d) the Technical Specifications;

e) the Priced Bill of Quantities; and

f) other documents forming part of the contract.

3. In consideration of the payments to be made by the Employer to the Contractor as here in after

mentioned, the Contractor hereby covenants with the Employer to execute and complete the Works

and remedy any defects therein in conformity in all respects with the provisions of the Contract.

4. The Employer hereby covenants to pay the Contractor in consideration of the execution and

completion of the Works and the remedying of defects therein the Contract Price or such other sum

as may become payable under the provisions of the Contract at the times and in the manner

prescribed by the Contract. IN WITNESS whereof the parties hereto have caused this Agreement to

be executed the day and year first before written.

Signed, sealed, and delivered by the said Employer and the Contractor in the presence

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

On behalf of Ahmedabad Municipal

On behalf of M/s.

Binding Signature of the Employer:

Binding Signature of the Contractor:

Sample Form for updating - qualification information

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(1) Conditional tenders will not be accepted in any case. Municipal Commissioner reserves the

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

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

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

bid shall be considered non-responsive.

(3)Circular no.32 of Finance department for GST is Applicable.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

APPLICABILITY OF PROVIDEND FUND AND MISCELLANEOUS PROVISIONS ACT

Successful bidder i.e. the agency whose tender is accepted by the AMC shall have to comply the

necessary formalities under the employees provided fund and Miscellaneous Provisions Act,

as Contributory Provident Fund Scheme is applicable to labourers engaged in construction activity

and shall have to submit proofs regarding deduction of provident fund and other dues and

depositing the same with government department under the act and the scheme regularly on

monthly basis failing which no running / final bill payment will be made by the AMC to the

contractor in any circumstances.

A certificate to the above effect has to be given by the contractor as under.

Declaration of Depositing Provident Fund contribution

This to certify that we have deducted the

employees’ P.F. and deposited the same along with employer’s contribution towards provident fund

on labour charges / wages paid by us to the labourers engaged for the work of

Authority under our Provident Fund Code No.___________

We produce herewith the copies of the challans for the provident fund deduction and

contribution deposited as mentioned above.

(Signed by an Authorized Representative of the Firm)

Name of the Representative

To be notarized by Notary

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AHMEDABAD MUNICIPAL CORPORATION VOL.-I

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AHMEDABAD MUNICIPAL CORPORATION VOL.-I

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fhJtle Ftm ltuk^ juJt yºtu&e sKtJJtbtk ytJu Au.

mne: zu.Bgwwrl.frbNlh

ltuku^:- y.Bgw.ftu lt mhfgwjh lk-41 <t.09/11/2021 bwsc ‘bwÏg bkºte yu«uLxemNev gtuslt’ yk<do< ftuLx[tfxh/xuLzhhu xuLzh

mt&u VhSgt< R-Vtubo mxeoVefux hsw fhJtlwk hnuNu sule yawf ltuk^ juJe.

xuLzhhle mne ylu rm¬tu

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

bu.Bgwrl.frb§h©e, ybœtJtœ Bgwrl. ftuvtuhuNllt mhfgwjh lk.-81, <t.26.02.2015 bwsc

<btb «fthle fLmx[fNlle yufxeJexebtk bwÏg ftuLx[tfxh,mc ftuLx[tfxhlt su bswhtu ftbdehe fh<t

ntug <u <btb bswhtulwk dwsht< rcÕzekd yuLz y^h fLmx[fNl Jfombtk hSMx[uNl fhtJJwk VhSgt< Au.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

ybœtJtœ Bgwrlrmvj ftuvtuohuNl

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

xuLzhh btxule Nh<tuu

1 xuLzhhle jtgft<

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

btLg ftuLx[[tfxhu y.Bgw.ftuvtuo.btk btLg ftuLx[[tfxhtule gtœebtkk hSMxu[Nl fhtJJtlwk hnuNu.

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

1 f: ftb sJtcœth xuLzhh <ubs su xuLzhh mwaJuj ftuLx[tfxhle ©uKe 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 hSMx[uNl Ve, heLgwyj

Ve <&t yvd{uzuNl Ve ylu btvœkztu 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

yluJvhtNlt 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

2: yt ftble mbg bgtoœt bubtuhuLzbbt sKtJuj «btKu le hnuNu.

3: xuLzh Jujezexe rvhegz ( 180 ) rœJm mw^ele hnuNu.

4: xuLzh Ve ylu R.yub.ze.

4 y: xuLzh Ve zebtLz z[tVx &e aqfJJtle hnuNu. œhuf xuLzh œeX yjd xuLzh xuLzh Ve ChJtle hnuNu. xuLzh Ch<e JF<u

yluoMxble ChJtle hnuNu. ytuAe hfble xuLzh Ve,R.yub.ze fu xuLzh Ve, rJltlt xuLzhtu hœ ct<j (fuLmj) dKtNu.

4 c: xuLzh mt&u bwfJtbt ytJ<e yluoMxble, xuLzhle hfblt 1% «btKu cukf duhkxe/zebtLz z[tVx MJefthJtbtk ytJNu. œhuf

xuLzh œeX yjd R.yub.ze ChJtle hnuNu. R.yub.ze hfb Yt.1 fhtuz mw^ele ykœtS< hfblt ftb btxu htu¾zt,

zebtLz z[tVx, cukf duhkxelt MJYvbt <&t Yt. 1 fhtuz &e Wvhle ykœtS< hfblt ftb btxu R.yub.ze le hfb btºt

zebtLz z[tVx, vu ytuzoh fu cukf duxhelt MJYvbtk ytvJtle hnuNu. yLg ftuR he<u Chuj R.yub.ze. btLg htFJtbtk

lnek ytJu ylu xuLzh hœct<j XhNu.

4 f: xuLzh Ve <&t R.yub.zele hfblt ze.ze vtA¤ ftuLx[tfxh©eyu vtu<tle mkM&tlw ltb <&t btuctRj lkch ylu vtxeo

ftuz yJ~g jFJtltu hnuNu.

4 z: cukf duhkxe btºt ybœtJtœ Nnuhle s MJefthJtbt ytJNu.

4 R: ytuAe hfble xuLzh Ve, R.yub.ze fu xuLzh Ve, rJltlt xuLzhtu hœ ct<j (fuLmj) dKtNu.

5 y: xuLzh Vtubo ylu ylwmwrabtkkle œhufu œhuf Ftje søgt xuLzh Chlthu Che xuLzh ztu¾gwbuLxm vh< fhJtlt hnuNu.

5 c: fJh Wvh xuLzh lkch <&t ftuLxufx lkch sYh MvÐ œNtoJJtltu hnuNu.su ftuLx[tfxh©eytuyu hSMx[uNl heLgw fhJuj l

ntug <u ftuLx[txh©eyu xuLzh ChJt lne.

5 f: ftuLx[ftxhtuyu xuLzhbt cukflw ltb,Ft<t lkch ,btRfh lkch, mhltbw ,btu.lkch,vtxeo ftuz ,RbuRj ytRze MvÐ

5 z: yt xuLzhtu zwÃjefux ftuveytu mt&u Chelu Wvhtuf< mhltbu YcY/hSMxh yuze./Mvez vtuMx/ fwheyh &e rlg< mbg

bgtoœtbt btufjJtlt hnuNu.mekdj xuLzh ftuve/mne fgto Jdhle ftuve hœ fhJtbt ytJNu.

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

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

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.

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

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

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

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

xuLzhbt stu ftuR mw^tht J^tht ntug <tu <u ykdu xuLzh Ch<t vnujt AuÕju œeJmu rlg< JucmtRx y&Jt Jtuzo fauheyu sYhe

<vtm fhelu s xuLzh btufjJw.

ftuLx[tfxh îtht yr^fthe©ele mwalt bwsc bswhtu <&t mwvhJtRÍhtu ònuh hòlt mbgdt¤t œhBgtl ntsh htFJt

vzNu. vulÕxe xuLzh hfb (fhth rfkb<) lt 0.1 % bwsc «r< rœJm bwsc xuLzhbtk bkswh &guj mbgbgtoœt ctœlt

FhuFh ctfe ftble hfblt bn•tb 10% juFu (jefJezexe zubuSm) vulÕxe Jmwj fhJtbtk ytJNu.

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.

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

xuLxhhu ctujvtuWLx vul lt cœju Ntne Jt¤e vul &e Chujt xuLzh <whk< s ybtLg dKJtbkt ytJNu.

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

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.

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

c^t mw^tht J^tht y&Jt atukxtzuje ftvjeytu Wvh xuLzh Chlthu xwkfe mne l fhe ntug.

xuLzhbtk <ubKu ftuR AufAtf fhe ntug, ylu

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

8 R: 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.

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.

10 y: ftbltu «tud{um mbg bgtoœt bwsc fhJtltu hnuNu. yt mbg bgtoœt 10 jtF mw^elt ftb btxu yuj.ytu.ytR.

ytÃgt <theF&e 10 rœJm <&t 10 jtF &e Wvhltk ftb btxu yuj.ytu.ytR. ytÃgt <theF&e 15 rœJm&e NY

&guj dKJtbt ytJNu. <&t <u mbg œhrbgtl ftble 5% juFu zevtuÍex Che fhthvºt fhJtltu hnuNu.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

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

ytJNu ðgth ctœ rœl - 10 btk rm¾gtuhexe zevtuÍex sbt fhtJJtle hnuNu. rm¾gtuhexe zevtuÍex btuze ChJtlt

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

10 f: bkswh &guj xuLzhle mbgbgtoœtbtk ftbdehe vqKo l &tg <tu suxjt rœJm ftbdehe btuze vqhe fhuj ntug <uxjt

rœJmle vulÕxe xuLzh hfb (fhth rfkb<) lt 0.1 % bwsc «r< rœJm bwsc xuLzhbtk bkswh &guj mbgbgtoœt ctœlt

FhuFh ctfe ftble hfblt bn•tb 10% juFu (jefJezexe zubuSm) vulÕxe Jmwj fhJtbtk ytJNu.

xuLzh Chuj œh vwhtk &gujt ftb btxult Au ylu <ubtk bswhe, vtjF, ÃjtLx, œuFhuF, mrJom-ftbdehe, Jes¤e, htugÕxe

Jduhu <btb Faoltu <&t sYh sKtg ðgthu ht<vt¤elt ftblu jd<t J^thtlt Faoltu mbtJuN &Nu ylu xtkkfujt CtJ fu

œh fh<t J^thtle ftuR awfJKe ykkdult <ublt ftuR œtJt ægtlbtkk juJtNu lnekk. 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

11 c: ftuLx[tfxhtulu vubuLx / hlekd cej Bgwrl. frb§h©elt su <u «Joðbtl 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 (xuLzh bwsclwk vubuLx + yu¾Mx[t ytRxb)

Wvh 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

xuLzh Vtubolwk CtJvºtf

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

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

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

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 htFJtle 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.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

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 ^me 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. Bgwrl.ftuvtuohuNlltu ftuRvK MxtV ytlt btxu

sJtcœth hnuNu lrn. Btswhtultu rJbtu vK W<thJtu.

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

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

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

ftb fhJt ftuLx[tfxh ck^tgujt Au.

19: mtRx vh jtJJtbtk ytJuj btj mtbtl hesufx fhJtbt ytJu <tu <whk< 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 hnuNu.

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

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

25: yt xuLzhbtkk stu ftuR ytRxb hne dR ntug <tu <u y&Jt M&¤ rM&<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 awfJKe fhJtbtk ytJNu.

26: 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.

27: 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.

28: 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

29: 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.

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

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ntug ðgt mœhnw ftblt cezhu G.S.T ltuxeVefuNl bwscle yuÃjefucujexe ægtlbt htFe xuLzhlwk cezekd fhJtlw hnuNu.

32. mefgwhexe zevtuÍex / vVtuobLm duhxele hfb Yt.1 fhtuz mw^ele ykœtS< hfblt ftb,ze.ze ,cukf duhkxelt MJYvbt

<&t Yt.1 fhtuz &e Wvhle ykœtS< hfblt ftb btxu mefgwhexe zevtuÍex / vVtuobLm duhkxele hfb btºt

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

ze.ze.,vuytuzoh, cukf duhkxe lt MJYvbt ytvJtle hnuNu. zebtLz z[tVx / cukf duhkxe ‘‘ Bgwrl.frb§h©e ybœtJtœ

’’lt ltbltu ytvJtltu hnuNu.

33. ftuLx[t¾xhyu btlleg bwÏg bkkºte yu«urLxm gtuslt ctc<u bu.bwrlrmvj frb§h mtnuc©elt mh¾gwjh lkk.41,

<t.09/11/2021 bwsc The Apprentices act 1961 yLJgu <uytulwk k Employees ltufhe œt<t <hefu

hSMx[uNl VhSgt< fhtJe <uytule hSMx[uNlle ftuve hsw fhJtle hnuNu.

Seal and Signature of the Bidder Addl. City Engineer

Date: (Northzone)