LABOUR WORK REGARDING WATER POLLUTION AND WATERLINE LEAKAGE REPAIRING WORK AT SARDARNAGAR TOWNSHIP,ISKON VILLA AND AROUND AREA AND DIFERENT PLACES OF SARDARNAGAR WARD NORTH ZONE.(ARC).REINVITEREINVITE

Name of work:- LABOUR WORK REGARDING WATER POLLUTION AND WATERLINE

LEAKAGE REPAIRING WORK AT SARDARNAGAR TOWNSHIP,ISKON VILLA AND

AROUND AREA AND DIFERENT PLACES OF SARDARNAGAR WARD NORTH

ZONE.(ARC).REINVITEREINVITE

Volume -1 Technical bid General Conditions & Technical Specification

Volume -2 Price Bid

Dy. Municipal Commissioner (North Zone)

Ahmedabad Municipal Corporation.

Rajiv Gandhi Bhavan , Memco – Naroda Road,

AHMEDABAD MUNICIPAL CORPORATION

TENDER DOCUMENT

Short E-Tender Notice No.12_2026-27 Tender No-1

Name of work:- LABOUR WORK REGARDING WATER POLLUTION AND WATERLINE

LEAKAGE REPAIRING WORK AT SARDARNAGAR TOWNSHIP,ISKON VILLA AND

AROUND AREA AND DIFERENT PLACES OF SARDARNAGAR WARD NORTH

ZONE.(ARC).REINVITE

Technical Bid General Conditions & Technical Specification

Dy. Municipal Commissioner (North Zone)

Ahmedabad Municipal Corporation.

Rajiv Gandhi Bhavan , Memco – Naroda Road,

AHMEDABAD MUNICIPAL CORPORATION

TENDER DOCUMENTS CONTENTS

General Conditions & Technical Specification

SECTION DESCRIPTION

I NOTICE INVITING TENDER Short E-Tender Notice

(NIT) No.12_2026-27 Tender No-1

II Memorandum of Work

III Invitation For Bids (IFB)

IV Terms & Condition

VI Technical Specification

VII Form of BID

DOWNLOADING OF TENDER THE WEBSITE : - As per Notice Inviting Tender.

HTTPS://TENDER.NPROCURE.COM.

LAST DATE OF ONLINE SUBMISSION OF :- As per Notice Inviting Tender.

PRICE BID OF TENDER

LAST DATE OF PHYSICAL SUBMISSION :- As per Notice Inviting Tender.

OF TENDER ( Encloses as asked)

OPENING OF TENDER :- As per Notice Inviting Tender.

1. NOTICE INVITING TENDER (NIT)

AHMEDABAD MUNICIPAL CORPORATION

MAHANAGAR SAVA SADAN

Rajiv Gandhi Bhavan, Memco-Naroda Road, Ahmedabad

Short E-Tender Notice No.12_2026-27 Tender No-1

On Line Tenders (E-Tendering) are invited by Ahmedabad Municipal Corporation from

the eligible interested bidders who fulfill the qualifying criteria as specified by AMC for

different Road, Water, Drainage/SWD & Building work of Naroda Sub zonel of North zone.

Sr. Department No. of Total

1 Building Work -- -------------

2 Drainage & SWD work -- -------------

3 Road / Footpath work -- -------------

4 Water work -- -------------

THE BIDDERS ARE REQUESTED TO DOWNLOAD THE TENDER

DOCUMENT OF ABOVE NOTICE FROM HTTPS://TENDER.NPROCURE.COM.THE LAST

DATE OF ONLINE SUBMISSION OF TENDER IS DT.-3.11.2026 UP TO 17.00 HRS. &

PHYSICAL SUBMISSION OF ALL RELEVANT DOCUMENT MUST BE SUBMITTED

BY SPEED POST / HAND DELIVERY ALONG WITH PROCESSING FESS AS

MENTIONED IN TENDER DOCUMENT ONLY AS ON DT.-4.11.2026 UP TO

HRS. IN O/O ASST. MANAGER (NORTH ZONE). THE TECHNICAL BID SHALL BE

OPENED ONLINE ON DT.-5.11.2026 AT 11.00 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

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

MEMORANDUM OF WORK

Municipal Commissioner invites online e-tenders from interested contractors LABOUR WORK

REGARDING WATER POLLUTION AND WATERLINE LEAKAGE REPAIRING

WORK AT SARDARNAGAR TOWNSHIP,ISKON VILLA AND AROUND AREA AND

DIFERENT PLACES OF SARDARNAGAR WARD NORTH ZONE.(ARC).REINVITE

1 Name of work LABOUR WORK REGARDING WATER POLLUTION

AND WATERLINE LEAKAGE REPAIRING WORK

AT SARDARNAGAR TOWNSHIP,ISKON VILLA AND

AROUND AREA AND DIFERENT PLACES OF

SARDARNAGAR WARD NORTH

ZONE.(ARC).REINVITE

2 Time Limit 12(Twelve ) MONTHS

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

4 Eligibility Criteria Register “E2”class in PWD in Govt. R&B/CPWD/AMC or equivalent

register with any other state Govt. or institutions.

5 Estimated Cost put to tender Rs.10,00,000.00

6 Tender fees Rs.900.00 Demand Draft in favour of Municipal Commissioner,

(Non refundable) Ahmedabad)

7 Earnest Money Deposit Rs.10,000.00 Demand Draft or Bank Guarantee in favor of Municipal

Commissioner, AHMEDABAD/) To be submitted as prescribed in

below. Demand Draft or Bank Guarantee 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 - 08 Dt.04/05/12

Finance dept. circular No-12 Dt.14-06-2021 & Finance dept. circular

No – 10 Dt.01-06-2022 ANNEXURE -

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

Tender Fees 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 Technical Bid will be opened online as per N.I.T. in the office of Addl.

bid City Engineer (North Zone), Rajiv Gandhi Bhavan, Memco – Naroda

Road, Ahmedabad Municipal Corporation, Ahmedabad

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

Demand Draft.(As per Annexure-I)

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

Documents 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- 10% of the Amount For Balance work After Date of

Compensation For Delay Completion or extended time Limit.

13 Deduction of Retention Money Retention

from each RA Bill @ 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.

14 Place of Arbitration Ahmedabad

15 Language of Arbitration English

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

each bill for labour welfare fund

(non-refundable)

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

DATE:- (North Zone)

3. INFORMATION TO TENDERER

Name of Work: LABOUR WORK REGARDING WATER POLLUTION AND WATERLINE

LEAKAGE REPAIRING WORK AT SARDARNAGAR TOWNSHIP,ISKON VILLA AND

AROUND AREA AND DIFERENT PLACES OF SARDARNAGAR WARD NORTH

ZONE.(ARC).REINVITE

1. Estimated cost put up to : Rs.

2. Earnest Money Deposit : Rs.10,000.00 to be submitted in the form of

D.D. in favour of Municipal Commissioner, Ahmedabad

Municipal corporation, Ahmedabad OR Bank Guarantee of

Nationalized Bank / Scheduled Bank valid for 180 days.

3 (A) Security Deposit : Total 5% of tender amount.

Contractor shall submit 5% S.D. in the form of

Bank Guarantee of Nationalized Bank /

Scheduled Bank Demand Draft only.

4. Mode of sending the tenders : As mentioned in MEMORADUM OF WORK

in duplicate. In sealed cover

by R PAD/ Speed post /

courier or hand delivery only.

5. Tender validity period : 120 Days.

6. Time of completion :12(Twelve)Months

(Work shall be taken up on hand

immediately after the date of issue of work order)

7 Performance guarantee : 5% of Amount of Completed Work in form of

Bank Guarantee & DD Finance dept. circular No-24 (21-22)

8 Retention Money : 2 % Retention money will be recovered from each running bill.

And will be released at the time of final bill.

9 Defect liability period : The contractor shall be responcible to make good and remedy

at this own exppence any defect which may developed or may

be noticed before the period mentioned here under from the

certified date of complition, The within 15 days of recipts of the

notice. In the case of failure on the part of the contractor,the

Engineer incharge may rectfy or remove or reexecute the work

at the risk & cost of the contractore. The Engineer incharge

shall be entitled to appropriate the whole or any part of the

amount of cicurity deposit towrdes they expences, If any

,incurred by him in rectification , removal or re- execution. The

defect liability period shall be as under (a) for all works costing

up to Rs. 50,000 (amount put to tender ), the period shall be

three months from the cirtified date of complition . (b) for all

workscosting more than Rs. 50,000 and upto Rs. 1 crore

(Amount put to tender) ,the period shall be six (6) month from

the cirtified date of compition or one monsoon , which ever

letter.(c) the major project costing more than Rs. 1 crore , the

period shall be 12 months from the cirtified date of complition

which should include one monsoon.(d) For building works , the

period specified in (a) ,(b) & (c) above or elapse of monsoon

period following cirtifide date of complition.,whichever is letter .

For the purpose of deciding the monsoon period , the

september may be treated as the last date.

10. Compensation for delay : 10% of the Amount For Balance work After Date

of Completion or extended time Limit.

11. Last date of receipt of tender : As mentioned in tender notice.

by RPAD /speed post

12. Place of receiving Tender : As mentioned in MEMORADUM OF WORK

13 Water, Electricity : Contractor shall have to make his own

Arrangements for electricity for the purpose of

construction work at site at his own expense. Water

Connection For Construction work shall be Provided by

A.M.C if Adequate Water is Available.

14 Tenders which do not full fill all or any of condition or are submitted incomplete in any

respect will be rejected. Municipal Commissioner reserves the rights to reduce the scope of

work and contract without assigning any reason thereof.

15 No advance such as machinery advance, mobilization advance or materials advance will

16 Conditional tenders will not be accepted.

17 In case of any dispute or clarification in specification of any tender items the decision of

Additional City Engineer shall be final.

18. PRICE VARIATION: No Price Escalation Shall be Given For Any Item.

20. As per construction works welfare cess Act – 1996 non-refundable 1% of

tender amount shall be deducted against works welfare cess.

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

Seal and Signature of the Bidder ADDL. City Engineer

DATE:- (North Zone)

AMC Finance Dept. circular No – 06 Dt.12/05/2025

A. Guarantees issued by following banks will be accepted as SD/EMD on

permanent basis.

 All nationalized Banks

B. Guarantees issued by following banks will be accepted as SD/EMD for the

period up to March- 31, 2026. The validity cut-off date in the GR is with respect

to the date of issue of Bank Guarantee irrespective of the date of termination of

Bank Guarantee.

1. COMMERCIAL BANKS :-

2. A U Small Finance Bank

3. Bandhan Bank

4. Barclays Bank

5. City Union Bank

7. DBS Bank India Limited

9. Equitas Small Finance Bank

10. ESAF Small Finance Bank

11. Federal Bank

16. IDFC First Bank

17. Jammu and Kashmir Bank

18. Jana Small Finance Bank

19. Karnataka Bank

20. Karur Vysya Bank

21. Kotak Mahindra Bank

22. South Indian Bank

23. Standard Chartered Bank

24. Tamilnadu Mercantile Bank

25. Utkarsh Small Finance Bank

2. CO-OPERATIVE AND RURAL BANKS OF GUJARAT :-

1. The Ahmedabad Mercantile Co-operative Bank Limited

2. Nutan nagrik Sahakari Bank Limited

3. Rajkot Nagarik Sahakari Bank Limited

4. Saraswat Co-operative Bank

5. SBPP Co-operative Bank

6. SVC Co-operative Bank

7. The Cosmos co-opretive Bank

8. The Gujarat State Co-Operative Bank

9. The Mehsana Urban Co-operative Bank Limited

10. The Surat District Co-operative Bank

11. The Surat Peoples Co-operative Bank

12. The Kalupur Commerical Co-operative Bank Limited

13. The Panchmahal District Co-operative Bank

14. The Baroda District Co-operative Bank

15. Baroda Gujarat Gramin Bank

16. Saurashtra Gramin Bank

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

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

(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.

Seal and Signature of the Bidder Addl. City Engineer

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

1. The AHMEDABAD MUNICIPAL CORPORATION,( hereinafter called “the Employer”) invites sealed

Tender document from reputed and qualified bidders for the construction of Works detailed in the Table

Sr. Name of Works Approximate Earnest Money Completion

No. value of works (Rs.) Deposit (Rs.) Period

1 LABOUR WORK Rs.10,00,000/- Rs.10,000.00 12(Twelve)

REGARDING WATER MONTH

WATERLINE LEAKAGE

REPAIRING WORK AT

VILLA AND AROUND

AREA AND DIFERENT

SARDARNAGAR WARD

ZONE.(ARC).REINVITE

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

HTTPS://TENDER.NPROCURE.COM

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

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 (Naroda of (N/Z) , 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 same time.

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

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 by the

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 of Bids.

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

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

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 ITB).

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 / Bank Guarantee 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.

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

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

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:

LABOUR WORK REGARDING WATER POLLUTION AND

WATERLINE LEAKAGE REPAIRING WORK AT SARDARNAGAR

TOWNSHIP,ISKON VILLA AND AROUND AREA AND DIFERENT PLACES OF

SARDARNAGAR WARD NORTH ZONE.(ARC).REINVITE

2. Source of Funds

2.1 The expenditure on these Works will be met by AHMEDABAD MUNICIPAL CORPORATION.

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 following requirements:

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

 The bidders shall have a registration in“E2”class in PWD in Govt. R&B/CPWD/AMC or equivalent

registration with any other state Govt. or institutions .

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.

5. Qualification of the Bidder

To be qualified for award of Contract, bidders shall:

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

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Sr. Department Category Problem SLA Penalty per one

No. Problem per day

1 Engineering Water>>Engineering Inadequate water or low inflow 240

pressure - Eng Hours

2 Engineering Water>>Engineering Leakage In Pipe Line - Eng 48

3 Engineering Water>>Engineering Water quality-Polluted water - Eng 24

4 Engineering Water>>Engineering No Water - Eng 240

22 Engineering Water>>Engineering Public Toilets and Urinals - Non- 168

Availability of Water/Cleaning of Hours

Water Tank/Broken Tank Cover

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

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 works.

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 Employer

6. One Bid per Bidder

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

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

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 rejected.

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 figures

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

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

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

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

14. Signing of Agreement

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

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

determined by the Employer for signing the Form of Agreement.

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

quality work within the given time schedule.

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

medium, so as to demonstrate the competency of the bidder and to allow proper evaluation, will rest

entirely on the Bidder.

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

extended time limit.

18. Legal Condition:-

 Corrupt or Fraudulent Practices

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

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

will declare the firm ineligible, either indefinitely or for a stated period of time, to be awarded a contract

by AHMEDABAD MUNICIPAL CORPORATION if it at any time determines that the firm has engaged

in corrupt or fraudulent practices in competing for the contract, or during execution.

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

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

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

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

official in the procurement process or in contract execution; and

 “fraudulent practice” means a misrepresentation of facts in order to influence a Procurement

process or the execution of a contract to the detriment of the Borrower, and includes

collusive practice among bidders (prior to or after bid submission) designed to establish bid

prices at artificial non-competitive levels and to deprive the Borrower of the benefits of free

and open competition.

 Municipal Commissioner reserves the rights to reduce/increase the scope of work and contract without

assigning any reason thereof.

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

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

disqualification / rejection at any stage.

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

volume is submitted without valid documents and without proof of eligibility criteria it will be rejected.

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

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

conditional tenders, will be rejected.

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

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

directly deducted from the contractor's outstanding.

19. Administrative Conditions:-

 Safety and Signage

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

the surrounding area i.e. public and vehicles also. All the arrangements of safety equipment,

first-aid treatment, mandatory signage regarding work & traffic as per requirement to be

arranged at site.

 Necessary dropping, shoring and under pinning shall be provided for the safety of the adjoining

work or property, which is to be left intact, before dismantling and demolishing is taken up and

the work shall be carried out in such a way that no damages is caused to the adjoining

 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

TERMS & CONDITION

( C ) FINANCIAL CONDITION

1. Cost and Currencies of Bidding

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

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

Currencies of Bid and Payment

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

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

2. Earnest Money Deposit :-

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

for 28 days beyond the validity of the bid.

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

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

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

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

2.4 Earnest Money Deposit may be forfeited

a) if the bidder withdraws his bid during the period of bid validity;

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

i) furnish the required Performance Security or

ii) sign the Agreement.

3. (A) Security Deposit :-

Within 15 (Fifteen) 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% of the Contract Price.

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

format shall be issued from any Nationalized or RBI approved foreign bank and acceptable to

(B) Performance Bond : As per Tender Condition

(C) Defect liability period: As per Tender Condition

(D) 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: - Finance dept. circular No-10 Dt.01-06-2022

5. Mobilization advance will not be given.

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

7. Penalty: - 10% of the Amount For Balance work After Date of Completion or extended time

8. Tax, Duties on Materials

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

procurement or any other component for the works from any source shall be borne by the contractors.

All duties, taxes, Service Tax and other levies payable by the Contractor under the Contract, or for any

other cause as of the date 28 days prior to the deadline for submission of the bids, shall be included in

the rates and prices and the total bid price submitted by the bidder and the evaluation and comparison

of bids by the Employer shall be made accordingly.

9 Price Escalation:-

NO PRICE ESCALATION SHALL BE GIVEN FOR ANY ITEM.

10. 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 Dy. City Engineer (Naroda Of North Zone).

11. For Electricity , Contractor shall have to make his own arrangements for the

purpose of construction work at site at his own expense.

12 . As per St. Committee's resolution 0.5% testing charges shall be deducted from each R.A. Bill and the

amount of actual Testing charges shall be adjusted in the final bill.

Special Clause:

As per construction works welfare cess Act – 1996 non-refundable 1% 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

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

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

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

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 LABOUR WORK REGARDING WATER POLLUTION AND WATERLINE

LEAKAGE REPAIRING WORK AT SARDARNAGAR TOWNSHIP,ISKON VILLA AND

AROUND AREA AND DIFERENT PLACES OF SARDARNAGAR WARD NORTH

ZONE.(ARC).REINVITE

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

 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 under-

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

10. DECLARATION FORM & DECLARATION CERTIFICATE are 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.

14. Clause No. 14.2, 21, 38, 60, 69, 73, 74, 75 shall be read as deleted in the form B-1.

Seal and Signature of the Bidder ADDL. City Engineer

DATE:- (North Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL CONDITION

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

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

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

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

simultaneously. Contractor's having labour force available during festivals shall only apply. Contractor can

not stop the work due to on availably of labour force. In case progress is delayed due to unavailability of

labour contractor shall be penalized Rs.1000/- per day of delay separately.

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

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

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

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

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

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

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

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

Engineer-in-charge.

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

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

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

of a particular point or aspect, the provisions on these particular points, or aspects in the relevant Indian

Standards shall be referred to.

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

following limits:

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

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

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

15. The distance, which constitutes lead, shall be determined along the shortest practical route and not

necessarily the route actually taken. The decision of the Engineer-in-charge in this regard shall be taken as

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

17. Lift shall be measured from plinth level.

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

shall be deemed to be included there in.

19. Reference to specifications of materials as made in the detailed specification 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' e.g. 'M-5'.

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

contractor from the responsibility of replacing defective material brought on site or materials used in the

work found defective at a later date.

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

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

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

stone at site of work in a systematic manner. Materials shall be stored in such a manner as to prevent

damage, deterioration or intrusion of foreign matter and to-ensure the preservation of their quality and

fitness for the work.

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

work within 24 hours.

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

good working condition on the site of the work.

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

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

lines, levels, alignment of the works during execution shall be kept in sufficient numbers and in good

working condition on the site of the work.

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

of the various components of the structure during execution or after completion of the structure.

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

Standards) shall be taken to ensure the safety of men, materials and machinery on the works as also of the

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

testing charges is separately made.

INSTRUCTION TO TENDERERS

TENDER VALIDITY PERIOD:

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

(120) from opening of price bids.

SECURITY DEPOSIT

Within 15 days of receipt of Acceptance from the Corporation, the successful tender shall furnish to the

Corporation Security Deposit of 5% (Three percent) of the contract price Bank Guarantee 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)

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4) xuLzhbtk <ubKu ftuR AufAtf fhe ntug, ylu

5) xuLzh Chlth y&Jt vuZele ctc<btkk œhuf Ctdeœth y&Jt <u ykkdulwk bwFðgthltbwk ^htJlth Ôgrf< mne l

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

8 f: Nh<e xuLzh MJefthJtbtk ytJNu lne.

8 z: xuLzh MJefthJw , hœ fhJw, ftulu ytvJw ylu fgt CtJ&e ytvJw <u ykdu Bgwrl. frb§h©eltu rlKog ytFhe hnuNu.

ftuR fthKmh stu ftuLx[tfxhlu ftb l ytve Nftg <tu <u ykkdu ftuLx[tfxh ftuRvK «fthltu lwfNtle fu J¤<hltu

nff œtJtu fhe NfNu lrn fu ftgœtfeg ftgoJtne yt ykkdu &R NfNu lrn. xuLzh bkswh &gtltu y&o ftb ytve

s œuJtlwk Au <uJtu &R NfNu lrn.

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.

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

btLg htFJtbtkk 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.

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 ytJNu lrnk.

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

2) xuLzh Vtubolwk CtJvºtf

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

2) xuLzh Vtubole ylwmwra-ce

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

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

dKJtbkkt ytJNu.

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

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 k k 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

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

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

31: vhevºt lk-28 <&t ltKktFt<t vhevºt lk 31 <t.7/7/2017 îtht <t.1/7/2017 vAe cnth vtzJtbt

ytJuj/ytJlth xuLzhbt (bxehegÕm + juch mÃjtg mt&u) G.S.T lt ltuxeVefuNl bwsc G.S.T sgt jtdw vz<tu 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

ze.ze.,vuytuzoh, cukf duhkxe lt MJYvbt ytvJtle hnuNu. zebtLz z[tVx / cukf duhkxe ‘‘ Bgwrl.frb§h©e ybœtJtœ ’’lt

ltbltu ytvJtltu hnuNu.

Seal and Signature of the Bidder ADDL. City Engineer

DATE:- (North Zone)

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 finned Rs. 200/- per day of delay 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 demand draft, of nationalized bank /scheduled

bank of nationalized bank/scheduled bank only. Contractor shall have to sign contract paper with AMC.

2. In case of earnest money not submitted, 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 120 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 final.

7. Contractor shall have to deposit Earnest Money deposit with tender.

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

9. 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.

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

11. 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.

12. AMC’S general condition and Form -B-1 shall be binding to the contractor B-1 Form is put up on AMC’s

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

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

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

In such case contractor shall not have right to any price rise. In case of decrease in any tender item

quantity, contractor shall not ask for compensation.

16. 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

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.

17. 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.

18. 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

19. Contractor shall deposit the material on site in such a way that it should not become obstruction to any

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

21. If asked by AMC Engineering staff, contractor shall take photograph of site of work/before start of

work, during work and after the completion of work, with digital camera and deposit to AMC office or

transfer photograph from camera to AMC computer. No additional cost shall be paid.

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

23. In case of extra item, rate shall be taken from SOR of the year of tender preparation. If item is not

available in SOR, then market rate shall be derived by the Eng. dept by rate analysis. Contractor shall

not ask for the rates as per his rate analysis. This should be clearly understood and taken in to

consideration while quoting the tender by the contractor.

24. 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.

25. 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

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

items by any means.

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

28. Deduction from bills shall be done as per rules prevailing or the rules which shall come in to force, by

State or Central Govt.

29. 1% amount shall be deducted for labour welfare fund as per state Govt order.

30. Quantity in item is tentative. It is likely to be change.(increase or decrease) as per site requirement

during execution of work.

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

32. Contractor shall have to register the work as per labour act & as per building safety act, 1906 with

,Dy.Director building safety act, Shram bhavan, 5th floor labour commissioner office, Khanpur,

33. 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.

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

35. 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)

Maerial & Technical Specifications

Standard norms for quality control

Sr Test Frequency of tests Acceptance Criteria

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

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

200-300 T-4 sample

300 - 500 T-5 sample

500- 800 T-6 sample

810- 1300 T-7 sample

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

c) Consistency One sample Above 30 percent

(Each sample as

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

(Each sample as above

220 kg / cm2 for OPC & PPC on seventh day

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

e) Fineness test through 1 in 5 samples 2250 kg/Cm2 and above for OPC FOR PPC 3000 kg/Cm2

Specific surface

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

IS 4032-986 SO3 less than 2.75 percent

less on ignition upto 5 percent

a) Silt Content 1sample of 10 kg /150 Up to 3 percent

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

3 Kapachi - Grit for

Bituminous work

a) Gradation 1/200 m3

b) Flakiness index 1/200 m3 Max 30 %

c) Impact 1/100 m3 Max 30 %

d) Abrasion 1/100 m3 Max 35 %

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

f) Bitumin (penetration test) 100 MT -

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

3 Kapachi - Grit for

Building work As per IS 183-1970 standards

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

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

c) Abrasion 2 test / Season 30 % 5%

d) Soundness 2 test / Season Loss with Loss with

a) Efflorescence 20 bricks out of 2000 Moderate

32 bricks out of

50 bricks out of

Sr Test Frequency of tests Acceptance Criteria

b) Water absorption -DO- Less than 20 Percent

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

up to 20 percent

5 Cement Concrete

flooring/Mosaic tiles

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

b) Transverse strength 12 tiles /2000 tiles Wet Dry

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

6 Water Chemical Once for approval

Analysis source

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

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

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

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

f) TDS " 2000 mg/L Max.

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

cubes ordinary and designation compressive strength.

controlled concrete At 28 days N/mm2

work m3 No. of M10

add sample for each 50 M40

m3 part there of

ordinary and controlled suces /60m3 each for 7 Average compressive strength of each day should not be less

concrete for road bridge and 28 days further that than specified strengths subject to that 20% cubes per day (i.e.)

every day for first six 1 per 5 may fall below specified strength up to its 85 percent.

days and once in three

days there after.

a) Mild steel bar 1 test /40 MT Nominal dia of Ultimate

bars in mm tensile Yield Elongation (in

strength stress %)

Allsize 49.5 42.5

b) TMT bars Fe-415 Quenched and Tempered (TMT) bars of different

diameters satisfying IS : 1786, with Yield stress > 415 N/mm 22

Tensile strength > 485 N/mm2

And elongation more than 14.5%

Sr Test Frequency of tests Acceptance Criteria

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

structural purpose (All size)

specification IS 2062- Gr.B. Fe410 WB 410 N/mm2

1992 (All size)

d) steel wires for 8.0 140 Kg/mm2

prestressed consete IS 7.0 150 Kg/mm2

1785 part-1 19 lab 5.0 160 Kg/mm2

85 % the minimum specific tensiled strength

9 Teakwood As per LOT

e) Moisture cement

10 All Other Material As suggested by

Consultant/EIC/ TPI as

per relevant IS code

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

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

construction of each and every different lot in External Laboratory.

Seal and Signature of the Bidder ADDL. City Engineer

DATE:- (North Zone)

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

SCHEDULE OF MAKE FOR CIVIL WORK

CEMENT (OPC/PPC) : L&T (53 Grade), Siddhi, JK Laxmi, Hathi

,Ultratech, Ambuja, Binani, Sanghi only. Samples of cement

arranged by the Contractor shall be taken by the Engineer-in-Charge

and got tested in accordance with provisions of the relevant BIS

codes. In case test results indicate that the cement arranged by the

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

shall stand rejected and shall be removed from the site by the

Contractor at his own cost within three days.

TMT REINFORCEDMENT :Electrotherm, Kamdhenu Ispat , Sulekhram ,Sirhind or

equivalent as approved by consultant or competent authority The

Contractor shall have to obtain and furnish test certificates to the

Engineer-in-Charge. The Contractor shall have to obtain and furnish

test certificates to the Engineer-in-Charge in respect of all supplies

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

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

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

results indicate that the steel arranged by the Contractor does not

conform to BIS codes, the same shall stand rejected and shall be

removed from the site of work within three days.

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

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

For Masonary and plaster work zone – III

COURSE AGGREGATE : Sevaliya or Equivalent, Approved quarry

FINISHING /PAINT:

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

approved by competent authority

ACRYLIC EMULSION PAINT :

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

by competent authority

TEXTURE EXTERIOR PAINT : REVA, NOVA, ASIAN or equivalent as approved by

competent authority

HERITAGE SURFACE

TEXTURE : BAKELITE HYLAM or equivalent as approved by competent

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

competent authority

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

VITRIFIED GRANAMITE TILES : ASIAN, EURO, JOHNSON or equivalent as approved by

competent authority

GLAZED AND CERAMIC TILES : ASIAN, EURO, SOMANY, KAJARIA or

equivalent as approved by competent authority

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

competent authority

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

PLYWOOD/BLOCK BOARD :Century, Green ply, Kitply, Durian, Duro or

equivalent as approved by competent authority

COMMERCIAL GRADE

LAMINATES : Greenlam, Formica, Sundek, Veer

1.5 mm. thk. for horizontal surfaces and 1.0 mm.thk.

for vertical surfaces of Merino make of (woodgrain type

shade & appearance) in Matt Finish or any equivalent make

and similar shade and finish but approved by the architects

WOOD (VISIBLE) : Ghana Teak wood or equivalent

BORDER PATTY : Barma Teak Wood or equivalent

(HIIDEN AND NOT VISIBLE) : C.P. Teak Wood or equivalent

STEEL DOOR WINDOW GRILL : AGEW, STEEL PLAST or equivalent

ALLUMINIUM : JINDAL/HINDAL/ or equivalent as approved by competent

authority aluminum sections with anodized coating of approved

PVC DOOR SHUTTER :Sintex or equivalent as approved by competent authority

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

equivalent as approved by competent authority

POLYPOPYLENE FIBER

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

equivalent as approved by competent authority

GLASS : Modiguard /Saint Gobin/HGS Plain Float Glass or

equivalent as approved by competent authority

HINGES, STOPPERS, KNOBS,

HANDLES : SS matt fixtures to be approved equivalent as approved by

competent authority

SCREWS : Nettlefold or equivalent equivalent as approved by

competent authority

LOCKS : Godrej or equivalent equivalent as approved by competent

ADHESIVES : Fevicol / Vamicol

PLUMBING AND SANITORY :

G.I. PIPE : Tata, Asian or equivalent as approved by competent

CPVC PIPE : Ashirwad flow guard or equivalent as approved by

competent authority

PVC PIPE : Supreme, Prince as approved by competent authority

SANITARY FITTING : Cera or equivalent make as approved by competent

SANITARY FIXTURE : Essess, L.K., Prince, GMT, Crown — Jaguar

(Bib cock, Flush cock, Shower) (high) as approved by competent authority

Mixture, : Jaguar, CERA make as approved by competent authority

ACP : Flexi Bond, Durabuild or equivalent make as approved by

competent authority

All the Material to be approved and tested as per latest relevant IS, prior to execution the work Material not

mentioned in above list should confirm to latest relevant IS revision

Signature of Contractor ADD. City Engineer, Naroda Ward of North Zone

Date Ahmedabad Municipal Corporation

MATERIAL SPECIFICATION

Name of Work : LABOUR WORK REGARDING WATER POLLUTION AND

WATERLINE LEAKAGE REPAIRING WORK AT SARDARNAGAR

TOWNSHIP,ISKON VILLA AND AROUND AREA AND DIFERENT PLACES OF

SARDARNAGAR WARD NORTH ZONE.(ARC).REINVITE

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

the respective latest Indian Standard Specifications.

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

approved Sample shall be deposited with Architect.

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

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

paid nor shall any rebate be recovered.

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

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

charges connected with testing including charges for testing for repeated tests

if ordered, shall be borne by the Contractor.

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

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

carried out by using their material and as per their recommendations.

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

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

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

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

Quantities or Special Specifications, the quality of materials, workmanship,

dimensions etc. Shall be as specified hereinunder.

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

provided by the Contractors without any extra cost,

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

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

Material Specification can be Available from

Ahmedabad Municipal Corporation web side : WWW. egovamc.com.

TECHNICAL SPECIFICATION

AHMEDABAD MUNICIPAL CORPORATION ENGINEERING DEPARTMENT

MAHANAGAR SEVA SADAN,NORTH ZONE

Name of Work : LABOUR WORK REGARDING WATER POLLUTION AND WATERLINE

LEAKAGE REPAIRING WORK AT SARDARNAGAR TOWNSHIP,ISKON VILLA AND

AROUND AREA AND DIFERENT PLACES OF SARDARNAGAR WARD NORTH

ZONE.(ARC).REINVITE

STANDARED DETAILED TECHNICAL SPECIFICATION OF ITEMS

LABOUR WORK OF LAYING AND JOINTING OF /CAST IRON PIPES.

 LABOUR WORK OF LAYING AND JOINTING OF CAST IRON

SLUICEVALVES. & BEND AND COLLER.

 LABOUR WORK OF LAYING AND JOINTING OF CAST IRON TEE.

 LABOUR CHARGES FOR FIXING ANY KIND OF SPECIALS & MAKING

CONNECTION OF PROPOSED LINE WITH EXISTING MUNI.MAIN.

This Specification covers the requirements for collecting from Municipal

Stores or contractor’s stack yard transportation of cast to work sites lying jointing and

field testing of cast iron pipes and fittings for the water distribution Network.

The mode of measurnment shall be on Rmt basis.

CARTING AND HANDLING:

Cast iron pipes fittings (specials) and valves with tail pieces shall be transported from the

Municipal Stores or contractor’s stack yard to the work sites at places along the

alignment of pipeline as directed by Owner /Engineer. The Contractor shall be

responsible for the safety of pipes fitting and vales with tail pieces in transit

loading/unloading. Every care shall be exercised in handling pipes and fittings to avoid

damage. While unloading the pipes and fittings shall with steadying ropes of by any

other means. Padding shall be provided between coated pipes fittings and skids to avoid

damage to the coating Suitable gape between pipes should be lift at intervals in order to

permit access from one side to the other. In case of spigot socket pipes care should be

taken regarding orientations pipes while unloading. As far as possible pipes shall be ulna

added on one side of the stretch only. The pipes shall be checked for any visible damage

(such as broken edges cracking or spelling of pipe) while undo adding and shall be

sorted out for reclamation any pipe which shows sufficient damage to preclude it from

being used shall be discarded shall be prohibited. Necessary warning boards and lamps

should be provided in front and side of pipes to avoid any accident. Pipes should be

stacked with sufficient packing to prevent rolling of the same. Contractor will be fully

responsible for any accident due to pipes or other materials stacked on site of yard.

Contractor will be fully responsible for any legal formalities arising due to such accident

and all legal charges there of shall be paid by contractor of will be recovered from his

running bill of the same or other AMC works.

Each stack of pipes shall contain only pipes of same class and size, with consignment or

batch number marked on it with particulars of supplies wherever possible storage shall

be done on film level and clan ground and wedges shall be provided at the bottom layer

to keep the stack stable. The stack shall be in pyramid shape or the laid lengthwise and

crosswise in altimeter layers. The pyramid stack shall be made for smaller diameter

pipes for conserving space in storing them. The height of the stock shall not exceed

1.5m. Fitting and sluice valves with tail pieces shall be stacked under cover and

separated from pipes. Rubber rings shall be stored in clean cool store away from

windows boiler electrical equipment and petrol oils or other chemicals particularly in

the field where the rubber nods are being used it is desirable that they are left out on

the ground in the sun or overmuch under heavy frost of snow conditions.

LAYING - GENERAL

The Contractor shall visit the before tendering and get himself acquainted site condition

and the regulations regarding the laying of pipes in congested areas heavy traffics areas

etc. The successful bidder shall take the necessary permission and clearance of all the

authorities like dip ardent of ads traffic water supply and the drainage electricity broad

telephone comp any etc. Wherever necessary.

Road reinstatement shall not be included in back filling unless specified.

To protect person from injury and to avoid damage to property adequate barricades

construction signs red lanterns and guards as required shall be placed and mainlined

during the progress of the construction work and unit it is safe for the traffics to use the

roadways. The relevant Indian standards and the rules and regulations of the local

authorities in regarded to safety provisions shall be observed.

General lighting for works site, warning lights, sign boards, fencing etc. shall be provided

by contractor at his own cost.

Suitable fencing shall be provided along the sides of trenches and pits. The post of the

fencing shall be of timber securely fixed in the ground not more then 3m.apart and they

shall be less than 75 mm in diameter of less than 1.2 m above the surface of the ground.

There shall be two rails. One near the top of the post and the other about 450 mm.

above the ground and each shall be from 50mmto 70mm in diameter and sufficiently

long to run from post to post which they shall be bound with strong rope. The method

of projecting rails beyond the posts and tying them together where they meet will not

be allowed on any account. All along the edges of the excavated trenches a bank of

earth about 1.2. m high shall be formed as required by the Owner/Engineer for further

protection. The above work shall not be paid for separately and the contractor shall take

into account the costs of such works and quote accordingly.

Whole work shall done within 24 hrs. By parts or whole work so that water supply from

AMC shall not be disturbed.

The excavation in the foundation shall be carried out in true and level and shall

have the width and depth as required and as directed. The Contractor shall provide

necessary slopes to a safe angle or steps as required or directed at his own cost No extra

payment shall be made for such precautionary measures taken. The bottom of the

excavated area shall be leveled both longitudinally and transversely as directed by

removing excess soil and watering as required. No earth filling will be allowed for

bringing it to level if by mistake or any other reason excavation is made deeper or wider

than as directed. The extra depth or width shall be made up with concrete of the same

proportion as specified for the foundation concrete at the cost of the contractor. The

excavation up to any required depth shall be carried out under this item as required and

directed by engineer in charge.

Surface Excavation for Road Work:

Excavation exceeding 1.5 mm in width and 10 sq mm on plan but not exceeding 30 cm in

depth in all kinds of soil which are specified shall be as treated as surface excavation.

Excavation in trenches for service lines- Water supply and Drainage:

Excavation in trenches shall be carried out in any material encountered on the site to

enable the service lines to be laid to the lines and levels shown and as directed.

Excavation shall be made with adequate and stable side slopes or shoring strutting if

necessary. The contractor shall provide all measures to protect adjoining properties

service limes etc. The contractor shall take necessary action to keep excavation free

Trenches shall be wide enough to provide sufficient space for joining and inspection.

The trench bed shall be trimmed and rammed with sprinkling of sand or murmur so that

the pipes when laid to the required levels and gradients shall be no the bottom fully

supported along the entire length of the pipe. The trench shall be deepened and

widened locally to receive the sockets and to permit the joint to be made and inspected.

Before excavation is started rails shall be erected at convenient places and at all changes

of direction and gradients at a definite and as far as practicable uniform height above

the proposed invert level of the pipes the center lime being clearly marked on each

horizontal rail. The depth of excavation and level of the pipe invert shall be checked by

means of benching road of appropriate lengths.

Disposal of the Excavated Stuff:

The excavated stuff of the selected type shall be used for filling the trenches and plinth

or leveling the ground in layers including ramming and watering etc. complete. The

Contractor shall remove the balance of the excavated from the site of work to a place as

directed within a lead unto 50mm and for all lift.

Filing of Trenches:

As soon as the work in foundation has been completed and measured the sides of

foundation shall be cleared of all dedans brick bats mortar dropping etc. and filled with

earth in layers not exceeding 15 cm each layer shall be adequately watered rammed

well and consolidated before the succeeding layer is laid. The earth shall be rammed

with iron rammers where feasible and with the butt ends in layer of crowbars where

rammer cannot be used. The plinth shall be similarly filled with earth in layers not

exceeding 15 cm adequately watered and consolidated by ramming with iron or wooden

rammers. When filling reaches finished level the surface shall be flooded with water for

at least 24 hours and allowed to dry and then rammed and consolidated. The finished

level of filing shall be kept to shape and gradient intended to receive any floor finish.

The excavated stuff of the selected type only shall be allowed to be used for filling the

trenches and plinths. Under no circumstances black cotton soil shall be used for filling

FILLING MATERIALS:

Filling materials may be either excavated stuff of selected materials brought from

outside. Excavated stuff or selected earth to be used shall be cleared of all rubbish large

size stones brick bats etc. complete and big clods shall be broken down to a size of

mm or less. The selected soil and or murmur or any other materials shall be got

approved before filling.

Refilling shall be done in a systematic manner by the contractor before refilling starts,

the contractor shall got checked the trenches ready for refilling.

The space between foundation masonry concrete pipe line and the sides of excavation

and/or bottom of found at ion shall be refilled to the original surface or up to plinth

level with earth or selected materials in layers of 15 cm to 20 cm each well watered and

Each layer shall be watered and compacted with heavy rammer before the upper layer

is laid till the final level is reached to form a thoroughly compacted base.

Refilling on top of pipe shall be carried out carefully with selected soft stuff out of the

excavated stuff. The refilling shall be raised about 5 cams. For subsequent settlements.

The contractor shall be responsible for any settlement during passage of time of during

monsoon and the same shall be refilled with stuff brought from the out sideif necessary.

The process of refilling brunches in plinth watering ramming shall be carried out in such

a way as not to danger to pipe line for foundation footing plinth well etc. already laid or

If watering is not done by contractor with its own arrange meant watering charges at

20% of this item rate shall be deducted from the bill against this item.

The rubber ring shall be stored in a cool dark dry and dust free environment The storage

shall not be exposed to direct sunlight or any heat radiating appliance. The rings shall

not be allowed to come in contact with any fuels and shall be stored free of tension.

Rubber rings shall be clearly labeled in bundles to indicate the type of ring. The size of

pipes for which they are to be used the manufacturer’s name or trademark and the

month and the year of manufacture.

The rings shall comply with IS 5382 regarding their material finish tolerance in

dimension and physical requirement.

The rubber rings shall be such that they shall not show any signs of deterioration for any

reason during the contract period plus the defects liability period, Entire expenses

associated with correcting defects in this regard including replacement of rubber rings

shall be fully borne by the contractor.

In jointing cast iron spigot and socket pipes and fitting with tycoon flexible joints the

contractor shall take into account the manufacturer’s recommendations as to the

methods and equipment to be used in assembling the joints. In particular the contractor

shall ensure that the spigot end of the pipe to be jointed is smooth and has been

properly chamfered that the rubber ring as per IS 5382 is correctly positioned in the

socket and that the two pipes are accurately in line, before the joint is maid. The rubber

rings and any recommended lubricant shall be obtained only through the pipe supplier

or as directed by the Engineer.

LEAD CAULKING JOINTS

The jointing shall be done with molten lead and spun yam. Pin lead shall be of uniform

quality clean and free from foreign materials. It shall be of uniform softness capable of

being easily caulked or driven. It shall conform to IS: 782 Spun yarn shall be of clean

hemp and of good quality. It shall conform to IS: 6587 its quantity shall be as follows.

Quantities of spun Yarn for Different Sizes of Pipes

(Materials for single collar joints)

Nominal Internal Diameter mm Spun Yarn Mass Kg

Note: Under special circumstances the Engineer-in-charge may decide the quantities of spun

yarn depending upon the site conditions. The quantity of different diameters of C.L.

pipes and fittings shall be as follows:

QUANTITIES OF LEAD YARN FOR DIFFERENT SIZES OF PIPES

Normal Size of Pipe mm Lead/ Joint Kg Depth of lead Joint mm

Note: The quantities of lead given are provisional and a variation of 20 percent is permissible

Lead shall be heated in a melting pot kept in easy reach of the joint to be poured so that

the molten metal will not be chilled in being carried from the melting pot to the joint

and shall be brought to a proper temperature so that when stirred it will show a rapid

change of color. Before pouring all scum shall be removed. Each joint shall be made with

one continuous pour filling of the entire joint space with solid lead. Spongy or

imperfectly filled joints shall be bunt out and repaired.

The joint runner shall fit snugly against the face of the socket and the outside of the pipe

shall be dammed with clay to from a pouring lip to provide for filling the joint flush with

the face and to the top of the socket.

The jointed is done by first caulking in spun yam, then filling the remainder of the joint

space by running in molten lead, taking care that no dross enters the joint and then

thoroughly caulking the lead. The spun yam shall be used to center the spigot in the

socket and to prevent the flow of molten lead into the bore of the pipe.

After the lead has been run into the joint the lead shall be thoroughly caulked. Caulking

of joints shall be done after a convenient length of the pipes has been laid and leaded.

The leading ring shall first be removed and any lead outside the socket shall be removed

with a flat chisel and then joint caulked removed with a flat chisel and then the joint

caulked around three times with caulking tools of increasing thickness and hammer of

kg. Weight Lead run joints shall be preferably finished 3 mm behind the socket face. The

joints shall not be covered till the pipe line has been tested under specified hydrostatic

test pressure, though the rest of the pipe line should be covered up to prevent

expansion and contraction due to variation in temperature.

Filling available excavated earth (excluding rock) in trenches plinth sides of foundation

etc. in layers not exceeding 20 cams. In depth consolidating each deposited layer by

ramming and watering.

The refilling will generally refer to refilling of pipe line trenches, foundation trenches up

to plinth level or ground level with excavated stuff selected soil brought from outside.

Clearing or Trenches or Ground:

The excavated trenches for foundation or ground over which filling is to be done shall be

cleared off all grass loose stones rubbish of all kinds brick bats as well as tress roots etc.

They shall be well watered before stuff is laid.

 Mode of measurement for Item Laying Of WPL line shall be paid on Rmt basis.

 Mode of measurement for Item of Sluice Valve Measurement shall be paid on No

 Mode of measurement for Item of fixing other specials Measurement shall be paid on

weight Kg. basis. The weight will be calculated as per standard ISI weight of every

 Mode of measurement for connection of proposed line with Muni. Main

Measurement shall be paid on No basis.

Labour charges for installing and jointing Sluice Valves including loading,transporting

from owner's store, lowering in location to the required with excavation refilling

alignment by crane/ tripod and chain block including cost of total nos. of nuts, bolts,

Necessary gaskets and excluding fixing of tail pieces with lead & jute etc complete as

directed by Engg. in charge

The mode of measurnment shall be on Nos. basis.

Labour Charges for removing and recover of ex. C.I.Sluice valve with tail pieces and

carting it up to Muni.Store or site as per instruction of Engg.In charge item include.

necessary Excavation, removing or making joints,refilling etc.comp. as directed by Engg

The mode of measurnment shall be on Nos. basis.

Cutting of existing pipelines of following diameters including carting of nece. specials

from AMC store to site and from site to AMC store (recovered materials) nace. labours

for excavation, jodan & backfilling fitter, supervisor,etc. complete. Rate also includes

electric cutter, dewatering pump fuel and transportation of machineries, chain pulley

block if requires working at an instructed specific time of day or night etc. complete.

Cutting existing line of following diameters, recovery loading and carting back to AMC

store of existing specials including all allied works like pumping out water, working in

wet condition working at an instructed specific time of day or night.

The excavation for jointing work shall be done to the required width length and

depth as directed by Engineer - in - charge or his representative. The excavated

materials from the gap shall have to be deposited within a lead of 50mt. or as

directed by Engineer - in- charge. The relevant specification fore excavation and

refilling shall conform to Item No. 1. above.

After completion of excavation work jointing shall be done between the

periods of two water supply time in such a way that it will not affect the water supply

time in any part of city. This item includes the work of cutting the existing lime

labors for jointing of C.I. specials and valves with the existing line the

dewatering required etc. complete.

All the necessary care shall be taken by the contractor during jointing work so

that pipe shall not be cracked beyond the cutting limit.

After completion of jointing work and testing of lead joints. The gap shall be refilled

after obtaining necessary permission of Eng ineer - in- charge of the work.

The jointing work shall be in line and level with other existing network.

The payment shall be in made on No basis for all the jointing work made for

The mode of measurnment shall be on Nos. basis.

Labours charges for collecting specials from Municipals store loading,transportation,

unloading to the site, laying and fixing CI specials inclusive of all jointing materials like

lead, spun etc.and labour, exacavation re-filling and nece. dewatering as per

instrucation of engg. incharge

The mode of measurnment shall be on Kg. basis.

Labour Charges for repairing of leakage in C.I./DI Pipe line for following diameter at

diffrent place incl. nece. excavation or by machine, removing mud, dewatering, cleaning

of pipe and leakage portion and repairing by inserting lead wool including tools required

for inserting lead wool, hiring charges of excavator, hydra/crane, dewatering set, fual,

operator, cost of lead wool etc completed. including all materials but excuding cost of

pipe) GWSSB SOR - 2021-22 sec-G item no:- 2 page no:-74

The mode of measurnment shall be on Nos. basis.

Labour Charges for repairing of leakage in C.I./DI Pipe line for following diameter

at diffrent place incl. nece. excavation or by machine, removing mud, dewatering,

cleaning of pipe and leakage portion and repairing by inserting lead wool including tools

required for inserting lead wool, hiring charges of excavator, hydra/crane, dewatering

set, fual, operator, cost of lead wool etc completed. including all materials but excuding

The mode of measurnment shall be on Nos. basis.

Excavation for trail pit of maximum diamension of 1.5 mt x0.75 x 1.5 mt depth for

location of existing line including excavation but excluding cost asphalt cutting but

including refilling, watering etc. comp as per instruction of Engg in charge.

The mode of measurnment shall be on Nos. basis.

Making hole on existing CI/DI/MS water pipe line including nacessary GI fittings item

also includes necessary excavation, dewatering and refilling as per instruction engg. In

charge etc.comp.

The mode of measurnment shall be on Nos. basis.

Fixing of valve Road box incl .locating valve, nece. excavation, Brick

Masonary,PCC work. Item also inclues cartring form AMC store to site.Etc.Comp. as

The mode of measurnment shall be on Nos. basis.

Labour charges for doing washout of water pipe line at end including necessary

excavation refilling the pit. Allowing the water to flow for 15 minutes twice or thrice as

per site condition during supply hour, dewatering the pit and plugging with existing

wooden butch. etc. comp. as per instruction.

The mode of measurnment shall be on Nos. basis.

Supplying wooden taper bunches from jungle wood (Like limda, ambo)Etc.comp.

The mode of measurnment shall be on Nos. basis.

P/S OF good quality of rubber rings for following dia meter.

The mode of measurnment shall be on Nos. basis.

Providing , Supplying and fixing ISI mark approved quality for ferrul connecting to

existing CI/DI pipe line of water tight joints per inst.of engg. in charge

The mode of measurnment shall be on Nos. basis.

Excavation for foundation up to 1.5 mt. depth including sorting out stacking of useful

material & disposing of excavated stuff up to 50 mt. lead loose or soft soil &

Conveyance charge of earth ,lime,murrum, building rubbish,manual

garbage,sludge,excavated rock ,fly ash, aggregate of any kind etc. comp.up to 5.0 Km.

All the surplus earth etc. shall be carried away immediately from the site of work to a

place within 5km. distance or as directed and ordered by the Engineer, so as not to

cause any inconvenience to the public traffic finding which in view of public safety and

traffic convenience. The corporation shall carry out the work by any other agency at the

contractor’s risk and cost. If the instructions are not completed within 7 days from the

date of order to cart the surplus materials and clear the site, the said work shall be

carried out by the Municipal Corporation at the risk and cost of the contractor and no

claim or dispute shall be entertained in this respect.

If the filling in trenches after settlement of the earth filling in trenches is to be done and

the same shall be carried out by the contractor without asking any extra rate. The

contractor shall have to cart the surplus earth after the trenches we will watered and

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

vegetable and garbage, if necessary to clear the road surface.

The mode of measurnment shall be on cmt basis.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of

foundations etc. in layers not exceeding 20 cm. in depth consolidation each deposited

layer by ramming and watering & Extra rate over item of excavation of earth for

excavation of asphalt pavement of thickness up to 0.20 meter including demolishing

the asphalt carpet,metal,soiling etc.comp. with stacking the material as directed.

Extra rate for excavation of asphalt payment of any thickness including demolishing the

asphalt carpet, metal, soiling etc. complete with stacking the materials as directed. The

road surface of asphalt shall carefully be opened to full width as directed by the

Engineer in charge so as to remove all cracks or other damaged portions of road either

manually or with the soiling shall be first be stripped off for the whole width of trenches.

All the materials shall be separately deposited in such places as may be determined by

the Engineer-in-charge. In case rubble not being so deposited or being mixed up with

the excavated materials will not be allowed for refilling. The cost of materials shall be

charged from the contractor. The decision of the C.E. shall be final and binding to the

The mode of measurnment shall be on smt & Cmt basis.

Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt Demolishing Work on site

by using Operator, fuel, power Supply etc.Complete as Directed. (No payment should be

allowed for non working condition of machinery and for pipe line excavation and M.H.

work.Allowed only for break down work)

The mode of measurnment shall be on Hr. basis.

Providing & Supplying JCB Machine on rental basis in case of emergency situation and

break down type work & also during unavoidable condition as per instruction of

engg.incharge , rate includes all nece. shifting, fuel and operating charges and stacking

of useful & non-useful materials separately up to store. (No payment should be allowed

for non working condition of machinery and for pipe line excavation and laying work)

The mode of measurnment shall be on Hr basis.

Providing and operation dewatering Pump including fuel charges & operator Charges

etc. as directed etc. comp. (Shift for Eight Hour) (For Each Pump Set, No payment should

be allowed for non working condition of machinery )

The mode of measurnment shall be on shift basis.

Providing, laying and jointing in true line and level U.P.V.C pipe (SCH - 40) of following

dia. including fittings of standard make as approved by Engineer - in - charge. Pipe shall

be fixed on the wall with the help of clamp at every 2000 mm centre to centre or shall

be concealed as directed including necessary fittings etc. including testing of pipe and

joints and fixing the same with adhesive solvent, including cost of all materials. SOR -

(Jan. 2016) Rates for Labour work for water pipe line

The mode of measurnment shall be on Rmt. basis.

Supplying, labour for excavation of all types of soil at any depth including excavation of

asphalt pavement of any thickness, demolition of brick work in CM of any proportion

including stacking of serviceable materials and disposal of unserviceable material etc.

comp. as directed.

The mode of measurnment shall be on Nos. basis.

Providing & Supplying And Fixing Following Size Spindle For Sluice Valve Of Following

Size. The Rate Is inclusive of removing exsting damaged spindle, take it away &

replacing a new spindle of the same size & shape made from gun metal/stainless steel

or mild steel as the case may be the rate is also inclusive of excavation,

removing/refixing the spindle with req nut bolts rubber gasket, gallen dori etc and

making the valve feeting leak proof. (Up to 150 mm) (Approved Rate)

The mode of measurnment shall be on Nos basis.

Providing & Supplying And Fixing Following Size Check nut For Sluice Valve Of Following

Size. The Rate Is inclusive of removing exsting damaged Check nut, take it away &

replacing a new Check nut of the same size & shape made from gun metal/stainless

steel or mild steel as the case may be the rate is also inclusive of excavation,

removing/refixing the Check nut with req nut bolts rubber gasket, gallen dori etc and

making the valve feeting leak proof. (Up to 150 mm) (Approved Rate) .

The mode of measurnment shall be on Nos. basis.

Protection work for exavated pits for making connection incl.nece.Materials. (Approve

The mode of measurnment shall be on Nos. basis.

STANDARED DETAILED TECHNICAL SPECIFICATION OF ITEMS IN M.S. WORK

1 Cost Labour Work

1 a Unskilled Labours per shift

1 b Skilled Helper per shift

1 c Fitter/Mason/Gas operator per shift

1 d Supervisor per shift

1 e Skilled Welder per shift

The mode of measurnment shall be on Nos. basis.

2 Cost of Materials The mode of

b Jute (Spun Yarn) kg.

c M-Seal 100 gm pack no.

d Cement bag Bag

e Kapachi + Grit- Aggregates Cmt

h MS Plate /sheets kg.

i Providing and fixing barrel pipe/ Tapper pipe of MS as kg.

per IS specification and as directed by engineer in

j MS Ring flange kg.

k MS Blank flange kg.

l Rubber Gasket kg.

m S.S. Spindle Rod, any Dia. With threads. (Wt.of kg.

Finished Material)

n Gun Metal Nut with threads. (Wt.of finished Material) kg.

o Rubber paint lit

p M.S.Angle/beam/channel/flats kg.

q S.S. Spindle Rod, any Dia. With threads. (Wt.of Finished Material)

r Gun Metal Nut with threads. (Wt.of finished Material)

s Rubber Paint litre

t Roller assemblies no.

u SS wire rope rmt.

v wooden float / rubber ball no.

w Anchor bolts no.

3 For Welding Joints The mode of

a Rent of DG set per shift

b Rent of Welding machine per shift no.

c Rent for Grinder machine per shift (incl. Nece. Required Disk)

d Gas Cutting set per shift no.

e LPG bottle no.

f Oxygen bottle no.

4 Rent of Tools & Other Charges The mode of

a Rent of Chain pulley block & Tripod per shift shift

c Rent of de-watering pump with fual (1.5 to 3 HP) per shift

d Rent for JCB Machine Hrs

Barricading the entire break down or xcavated area on rental basis usingwooden ballies /

M.S.angles at max. 2.00 meter entre to centre, C.G.I.Sheet, reflective paint / Board out side to

avoid accident & for smooth traffic diversion & movement including cautionary oard etc. Item

also includes formaking emporary sufficient nos of lighting rrangement through out thework

with ecessary required arrangement. ..The sameshall be removed after completion of work.

(Only for break down work from start to complete)

The mode of measurnment shall be on RMT. basis.

Providing & Supplying hydra carne Machine of 12 tone capacity on rental basis in case of

emergency situation and break down type work & also during unavoidable condition 7 as per

instruction of engg.incharge , rate ncludes all nece. shifting, fuel and operating charges . (No

payment should be allowed for non working condition of machinery)

The mode of measurnment shall be on Per 8 hr Shift basis.

Item Dumper / Trucks for 8 Hr.

The mode of measurnment shall be on Per 8 hr Shift basis.

4 Rent of Tools & Other Charges The mode of

g Transportation of machinery to or From site Trip

h Making hole and providing and fixing nipple, coupling no.

and end cap(0.5''dia.)

i Electric Demolition Hammer (11-E) per shift shift

Provdg. And fixing to wall, ceiling & floor galvanised mild steel tubes (Medium grade)

The mode of measurnment shall be on RMT.

ITEM Charges for Water connection by making hole in CI/DI/MS main line

The mode of measurnment shall be on NO.

ITEM Provdg. & Fixing Gun Metal check or nonreturn

full wheel, …50 mm

The mode of measurnment shall be on NO.

8 For Masonry & RCC Work The mode of

a Carting Debris Cmt

b TMT bar with cutting,bending, placing in position kg.

c P/F dead shuttering for slab, beam etc. smt.

Proving and Fixing F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers &Frames

Cover : 728mm ø & 100 mm thick circular cover, 35.00 MT load design, 100x2mm MS

flat allround, 16mm ø plain round bar for lifting the cover & should be fitted with plastic

cups. Frame : 560 mm ø clear opening, outer size- 888x888x175 mm. On the upper

periphery of frame 25 x 3 mm wide MS flat should be well embed in concrete to protect

the edges of frame. FRC E.H.D.-35 manhole cover & frame described as above. Rate also

including Fixing M.H., Chamber or Catchpite Seat and Cover in line and level to match

exisisting road level in C.C.1:2:4 and finishing smooth, watering and protecting for

days etc. complete as directed.

The mode of measurnment shall be on Nos. basis.

Item Carting and Fixing M.H., Chamber or CatchPit Seat and Cover

The mode of measurnment shall be on per NOS. basis.

1. Maintenance of CI / DI / MS & HDPE Jaspur trunk mains, branch lines and misc. works

for North west and South West Zone in Ahmadabad City. Attend leakage and other

work with necessary required machinery, tools, manpower & material.

2. No extra payment for welding rods & other necessary materials for repairing of leakage.

3. Provide the list of equipment, tools & manpower and other required materials/

4. tools as per tender items or instruction of Engineer in-charge.

5. Contractor shall start the work on site in 12 hours after intimation of Engineer incharge.

6. If contractor fails to start the work the work will be splited among the listed contractor

and the alteration of the work to contractor is right of AMC.

7. Penalty will be applied as per Muni. Rules & regulations or decided by Addl. City

Engineer( Water Poject).

8. Rents/ charges of machinery, tools & manpower are as per shift( 8 hours)

9. Contractors provide manpower as per tender item No. 1.It shall be in sufficient Nos. to

complete the necessary work within fix time mentioned by Engineer in-charge.

10. All taxes, lavies, Octroi, Service charge, labour cess or any other taxes or lavies imposed

are to be barre by the contractor.

Specification for Item

2. The jointing shall be done with molten lead and spun yarn, Pig lead shall be of uniform

quality, clean and free from foreign materials. It shall be of uniform softness and

capable of being easily caulked or driven. It shall conform to IS :782. Spun yarn shall be

of clean hemp and of good quality. It shall conform to IS :

4. M-seal 100 gm. Pack – company pack & use after showing AMC staff

5. Cement- as per Building Specifications of R & B.

6. Kapchi, Grit- as per Building Specifications of R & B.

7. Sand- as per Building Specifications of R & B.

8. For civil work apply General Technical Specifications for Building works, in S.O.R. &

G.C.C. at egovamc. Com.

9. Contractor will have to carry out all type of work suggested by the department.

I. Description Unit

1 Transporting from AMC store and laying spigot and socket New DI pipe line DI-k-9 pipes of various

classes with CI/DI/MS specials of following diameters. Rate includes excavation up to minimum

mt. depth from top of pipe / as per requirement in any soil, refilling after laying pipe, covering and

temptation of carting surplus earth up to 30 mt. lead and watering and compaction. Clearing the

site. All Joints shall be made tight & leak free etc. comp. SOR - (Jan. 2016) Rates for Labour work

for water pipe line

a 100 mm dia Rmt.

b 150 mm dia. Rmt.

c 200 mm dia Rmt.

d 250 mm dia Rmt.

e 300 mm dia Rmt.

f 350 mm dia Rmt.

g 400 mm dia Rmt.

h 450 mm dia Rmt.

i 500 mm dia Rmt.

j 600 mm dia Rmt.

k 700 mm dia Rmt.

l 750 mm dia Rmt.

m 800 mm dia Rmt.

n 900 mm dia Rmt.

o 1000 mm dia Rmt.

2 Only Removing & recover of existing CI/DI pipe line & Specials, removing any type of joint , carting

it to the Muni. Stores as & where directed as per instruction of Engg. In charge with excavation &

refilling. SOR - (Jan. 2016) Rates for Labour work for water pipe line

a 80 mm dia Rmt

b 100 mm dia Rmt

c 150 mm dia. Rmt

d 200 mm dia. Rmt

e 250 mm dia. Rmt

f 300 mm dia. Rmt

3 Removing & relaying of existing CI/DI pipe line & Specials, Cleaning of pipe & Specials from Inside,

including excavation, refilling etc. comp. in line & level with any type of joints as per instruction of

engg. in charge. SOR - (Jan. 2016) Rates for Labour work for water pipe line

a 80 mm dia Rmt

b 100 mm dia Rmt

c 150 mm dia. Rmt

d 200 mm dia. Rmt

e 250 mm dia. Rmt

f 300 mm dia. Rmt

4 Labour charges for installing and jointing Sluice Valves including loading, transporting from owner's

store, lowering in location to the required with excavation refilling alignment by crane/ tripod and

chain block including cost of total nos. of nuts, bolts, Necessary gaskets and excluding fixing of

tail pieces with lead & jute etc complete as directed by Engg. in charge. SOR - (Jan. 2016) Rates

for Labour work for water pipe line

b 100 mm dia No

c 150 mm dia. No

d 200 mm dia No

e 250 mm dia No

f 300 mm dia No

g 350 mm dia No

h 400 mm dia No

i 450 mm dia No

j 500 mm dia No

k 600 mm dia No

l 700 mm dia No

m 750 mm dia No

n 800 mm dia No

o 900 mm dia No

5 Labour Charges for removing and recover of ex. C.I. Sluice valve with tail pieces and carting it up

to Muni.Store or site as per instruction of Engg. In charge item include. necessary Excavation,

removing or making joints, refilling etc.comp. as directed by Engg in charge. SOR - (Jan. 2016)

Rates for Labour work for water pipe line

b 100 mm dia No

c 150 mm dia. No

d 200 mm dia. No

e 250 mm dia. No

f 300 mm dia. No

6 Cutting of existing pipelines of following diameters including carting of nece. specials from AMC

store to site and from site to AMC store (recovered materials) nace. labours for excavation, jodan &

backfilling fitter, supervisor, etc. complete. Rate also includes electric cutter, dewatering pump fuel

and transportation of machineries, chain pulley block if requires working at an instructed specific

time of day or night etc. complete. SOR - (Jan. 2016) Rates for Labour work for water pipe line

b 100 mm dia No

c 150 mm dia. No

d 200 mm dia No

e 250 mm dia No

f 300 mm dia No

g 350 mm dia. No

h 400 mm dia. No

i 450 mm dia. No

j 500 mm dia No

k 600 mm dia No

m 750 mm dia No

n 800 mm dia No

o 900 mm dia No

7 Labours charges for collecting specials from Municipals store loading , transportation, unloading to kgs.

the site, laying and fixing CI specials inclusive of all jointing materials like lead, spun etc.and

labour, exacavation re-filling and nece. dewatering as per instrucation of engg. incharge SOR -

(Jan. 2016) Rates for Labour work for water pipe line

8 Labour Charges for repairing the joint leakage in the existing C.I./DI Pipe line with specials incl.

required materials such as jute and lead etc , nece. excavation in any type of soil, refilling,

nacessary trust block etc.comp. as per instruction of engg.in charge.(Joint reparied under this item

should not be paid in next four months under normal condition) SOR - (Jan. 2016) Rates for Labour

work for water pipe line

a (A) 80 Mm dia. to 100 MM dia. Per

b (B) 150 Mm dia. to 250 MM dia. Per

9 Labour Charges for Repairing of Leakage in CI/DI Pipe line of Following Dia meter at diff.places

including necessary excavation manually or by mechanise excavation ,dewatering removing of

mud cleaning of pipe and leakage portion inclusive of mechanical devices Jcb/Hydra/Crain if

necessary & labour required with providing material such as lead wool,tools requires for inserting

the lead wool in leakage joint etc.comp(incl.all material but excluding cost of pipe)

a 300 mm dia. Per

b 350 mm dia. Per

c 400 mm dia. Per

d 450 mm dia. Per

e 500 mm dia Per

f 600 mm dia Per

g 700mm dia Per

h 750 mm dia Per

10 Excavation for trail pit of maximum diamension of 1.5 mt x0.75 x 1.5 mt depth for location of No

existing line including excavation but excluding cost asphalt cutting but including refilling, watering

etc. comp as per instruction of Engg in charge. SOR - (Jan. 2016) Rates for Labour work for water

11 Making hole on existing CI/DI/MS water pipe line including nacessary GI fittings item also includes

necessary excavation, dewatering and refilling as per instruction engg. In charge etc.comp. SOR -

(Jan. 2016) Rates for Labour work for water pipe line

A) 15 mm Dia No

B) 20 mm Dia No

C) 25 mm Dia No

D) 40 mm Dia No

E) 50 mm Dia No

12 Fixing of valve Road box incl .locating valve, nece. excavation, Brick Masonary,PCC work. Item No

also inclues cartring form AMC store to site.Etc.Comp. as directedSOR - (Jan. 2016) Rates for

Labour work for water pipe line

13 Labour charges for doing washout of water pipe line at end including necessary excavation refilling No

the pit. Allowing the water to flow for 15 minutes twice or thrice as per site condition during supply

hour, dewatering the pit and plugging with existing wooden butch. etc. comp. as per instruction

14 Supplying wooden taper bunches from jungle wood (Like limda, ambo) Etc.comp. SOR - (Jan.

2016) Rates for Labour work for water pipe line

(A) 15 Mm dia. to 20 MM dia. No

(B) 25 Mm dia. to 37 MM dia. No

(C) 50 Mm dia. No

(D) 80 mm dia to 100 mm dia line No

(E) 150 mm dia No

(F) 200 mm dia No

15 P/S OF good quality of rubber rings for following dia meter.SOR - (Jan. 2016) Rates for Labour

work for water pipe line

16 Providing , Supplying and fixing ISI mark approved quality for ferrul connecting to existing CI/DI

pipe line of water tight joints per inst.of engg. in charge

17 Excavation for foundation up to 1.5 mt. depth including sorting out stacking of useful material & Cmt

disposing of excavated stuff up to 50 mt. lead loose or soft soil

18 Conveyance charge of earth ,lime,murrum, building rubbish,manual garbage,sludge,excavated Cmt

rock ,fly ash, aggregate of any kind etc. comp.up to 5.0 Km. lead

19 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in Cmt

layers not exceeding 20 cm. in depth consolidation each deposited layer by ramming and watering

20 Extra rate over item of excavation of earth for excavation of asphalt pavement of thickness up to

0.20 meter including demolishing the asphalt carpet,metal,soiling etc.comp. with stacking the

material as directed.

a up to 0.20 meter thickness (By Manual) smt

b 0.20 meter to 0.30 meter (By Breaker Machine including cost of operator, fuel, & transportaion etc Smt

c 0.30 meter & above (By Breaker Machine including cost of operator, fuel,& transportation etc Smt

21 Reinstatement of asphalt road/pavement using same material for soling and new smt

metalling grouting with tack coat etc complete as directed.

22 Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt Demolishing Work on site by hr

using Operator, fuel, power Supply etc. Complete as Directed. (No payment should be allowed for

non working condition of machinery and for pipe line excavation and M.H. work. Allowed only for

break down work)

23 Providing & Supplying JCB Machine on rental basis in case of emergency situation and break hr

down type work & also during unavoidable condition as per instruction of engg.incharge , rate

includes all nece. shifting, fuel and operating charges and stacking of useful & non-useful materials

separately up to store. (No payment should be allowed for non working condition of machinery and

for pipe line excavation and laying work)

24 Supplying Electric breakar machine for RCC slab or Asphalt demolishing work on site by shift

using operator, fuel, power supply etc. complete as directed.(no payment should be

allowed for non working condition of machinary and for pipeline excavation and M.H.

work.allowed only for break down work)(based on previously approved rate by CE Sir)

25 Providing and operation dewatering Pump including fuel charges & operator Charges etc. as Shift

directed etc. comp. (Shift for Eight Hour) (For Each Pump Set, No payment should be allowed for

non working condition of machinery )

26 Providing, laying and jointing in true line and level U.P.V.C pipe (SCH - 40) of following dia.

including fittings of standard make as approved by Engineer - in - charge. Pipe shall be fixed on the

wall with the help of clamp at every 2000 mm centre to centre or shall be concealed as directed

including necessary fittings etc. including testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials.

27 Supplying, labour for excavation of all types of soil at any depth including excavation of asphalt

pavement of any thickness, demolition of brick work in CM of any proportion including stacking of

serviceable materials and disposal of unserviceable material etc. comp. as directed.

a Mazdoor at day /night No

b Fitter at day / Night No.

c Makadam/ supervision/Fitter at day / Night No.

28 Providing & Supplying And Fixing Following Size Spindle For Sluice Valve Of Following Size. The

Rate Is inclusive of removing exsting damaged spindle, take it away & replacing a new spindle of

the same size & shape made from gun metal/stainless steel or mild steel as the case may be the

rate is also inclusive of excavation, removing/refixing the spindle with req nut bolts rubber gasket,

gallen dori etc and making the valve feeting leak proof. (Up to 150 mm) (Approved Rate)

29 Providing & Supplying And Fixing Following Size Check nut For Sluice Valve Of Following Size.

The Rate Is inclusive of removing exsting damaged Check nut, take it away & replacing a new

Check nut of the same size & shape made from gun metal/stainless steel or mild steel as the case

may be the rate is also inclusive of excavation, removing/refixing the Check nut with req nut bolts

rubber gasket, gallen dori etc and making the valve feeting leak proof. (Up to 150 mm) (Approved

30 Protection work for exavated pits for making connection incl.nece.Materials. (Approve Rate) No

31 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam

specification including premixing the Material with water at OMC in mechanical mix plant carriage

of mixed Material by tipper to site, laying in uniform layers in sub- base / base course on well

prepared surface and compacting with vibratory roller to achieve the desired density as per Codal

Provision.(RA Approved St.Com.Res No.189,Dt.19/05/2022)

A Production & Supply of WMM CMT

B Laying of WMM CMT

32 Hiring of tractor with trolly considering 8 hours as working day hours incl.driver days

33 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) No.

(B) up to 0.35mt. (@ Four Coarse) No.

(C) up to 0.65 mt. (@ Seven Coarse) No.

(D) up to 0.90 mt. (@ Ten Coarse ) No.

34 Repairing damaged I.C./ Raising removing damaged brick work and repairing by brick masonry in No.

C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I. steps and existing chamber sheet cover, removing

the debris from chamber and carting the same as directed.

35 Making connection to the ex.M.H.in running sewer incl. Dewatering and other required machinery

etc. of following dia pipes at any convenient time. All damaged work shall be well repaired as per

instructions. etc..complete.

(A) 150 mm to 300 mm dia. No.

(B) 400 mm to 600 mm dia. No.

36 Providing and supplying ISI marked only standard length Stonewate pipes in standard lengths of

following class and diameter including all taxes, insurance, transportiton, fright charges, octroi,

inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete

37 Lowering, laying and jointing stone ware pipes of following diameters with cement joints in C.M.1:1

proportion in proper position , grade and alignment at all level as directed by Engineer-in- charge

including conveyance from stone to site of work, Jointing material etc.comp.

38 Consolidating gas cutting pipes/plates etc. and butt Welding in all position with required number rmt

runs, for MS pipes internally and /or externally including gauging wherever necessary, fixing

appurtenances and other accessories in connection with pipe laying work as per specification.

39 Providing and laying cement concrete work 1:2:4 (1-Cement:2-Coarsesand:4-graded stone Cmt

aggregates 20 mm nominal size) and curing complete excluding cost of form work and

reinforcement for reinforced concrete work in Foundations,footings,Base of columns and Mass

40 Providing MS pipe /piece kg.

41 Construction of granular Sub base using crusher run, spreading in uniform layers with motor

grader on prepared surface mixing by mix in place method with front end loader at OMC and

compacting with vibratory roller to achieve the desired density, complete as per tender

specification. For all grade.

Production & Supply of GSB (Crusher Run) Cmt

Laying of GSB (Crusher Run) Cmt

42 Providing & Supplying ISI Standard RCC pipes (of sulphate resisting cement) in a standard

lengths of following class & dia meter suitable for socket-spigot type including all taxes

insurance, transporation, freight charges, octroi, inspection charges, loading, unloading,

conveyance to departmental stores, staking etc complete (IS 458:1989) Class NP-3, test pressure

0.7/kg/sqcm. Rate also includes supplying RCC collar for RCC pipes including taxes, carting,

loading, unloading, etc complete. Including labour work for lowering, laying, jointing, RCC pipes

in CM 1:1 1/2 of following diameters in proper position, grade and alignent at all as directed by

engineer in charge. inlcuding conveyance from store to site of work labour giving hydraulic

testing and all necessary testing as per IS code .

a) 300 mm internal diameter Rmt

43 Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H Kerb block for Footpath in M-20 grade Rmt

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. (AMC approved Rate )a) Laying on 5 cm thick Sand Bedding

44 Providing and Laying of Rubber Moulded Paver Block Grey/Coloured 60 mm thick, M-35 Grade of SQMT

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.(AMC approved Rate )

45 Providing and laying cement concrete 1:5:10 (1- Cement : 5- fine sand : 10- graded brick bat Cmt

aggregates 40mm nominal size) and curing complete.

46 Labour work for fixing interlocking blocks / any kind of pavement on up to 50 mm th sand bedding, SMT

levelling, watering and fixing in line & level as well cleaning the site etc.comp. as directed.

47 Filling in plinth with sand under floors including watering ramming, consolidating and Cmt

dressingcomplete (building sor 2023-24 city with out GSt 04007A )

I HAVE ALSO GONE THROUGH TECHNICAL SPECIFICATIONS FOR THE ITEMS (AS PER STANDARD P.W.D.

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

IN CASE OF WHERE IS NO TECHNICAL SPECIFICATION FOR THE ANY ITEMS AVAILABLE,

SPECIFICATION GIVEN BY THE ENGINEER-IN-CHARGE SHALL BE FOLLOWED AND FOR THE SAME I

AGREE TO ABIDE BY THEM.

Seal and Signature of the Bidder ADDL. City Engineer

DATE:- (North Zone)

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

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)

FORM -2 PERFORMANCE GUARANTEE BOND

(BANK GUARANTEE)

(Clause 37 of Section I Volume 1)

Awarded a contract dated_ __________________for the LABOUR WORK REGARDING WATER

POLLUTION AND WATERLINE LEAKAGE REPAIRING WORK AT SARDARNAGAR

TOWNSHIP,ISKON VILLA AND AROUND AREA AND DIFERENT PLACES OF

SARDARNAGAR WARD NORTH ZONE.(ARC).REINVITEWhereas the said M/s

___________________________________________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 M/s.______________________

the _______________________________Bank hereby indemnify the AMC for all losses and / or damages

to the New Construction which would be Rectify by M/s.________________________ and such

PERFORMACE GUARANTEE would include any damage to the New Construction because of defective

products, 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 remedying the Problem, loss or

damage to the New Construction 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

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 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

3. The contract value is Rs. __________________________. This PERFORMANCE GURANTEE is limited

to 3% 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 Twelve

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 for Twelve

month 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 Twelve 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 Twelve 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 Twelve month.

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. __________________________of between us and

and irrespective of any change or variation or execution time or any forbearance or waiver made or grant

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 the 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

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 other part.

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

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

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

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,

1952 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

Fund 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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