RENOVATION AND REPAIRING WORK AT DIFFERENT URBAN HELTH CENTER,GARDEN,LIBRARY BUILDINGS IN SARDARNAGAR WARD(ARC)

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.05

RENOVATION AND REPAIRING WORK AT DIFFERENT URBAN

HELTH CENTER,GARDEN,LIBRARY BUILDINGS IN

SARDARNAGAR WARD(ARC)

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 No.12_2026_27 Tender No.05

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.

http://www.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.05

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 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 RENOVATION AND REPAIRING

WORK AT DIFFERENT URBAN HELTH CENTER,GARDEN,LIBRARY BUILDINGS IN

SARDARNAGAR WARD(ARC)

1 Name of work RENOVATION AND REPAIRING WORK AT

DIFFERENT URBAN HELTH

CENTER,GARDEN,LIBRARY BUILDINGS IN

SARDARNAGAR WARD(ARC)

2 Time Limit 12 (twelve) MONTHS

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

4 Eligibility Criteria Register “E-2”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.

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

(Non refundable) Ahmedabad)

7 Earnest Money Deposit Rs.10000.00 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)

17 Defect liability period Defect Liability Period will be 6(Six) Months After the Completion Of

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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Note: As per AMC’s Finance department Circular No.38, Dt.21/11/022 and approval of competent

authority, rate of all the items are taken without GST and prevailing GST will be payable Separately.

Seal and Signature of the Bidder Additional City Engineer

(Naroda , North Zone)

3. INFORMATION TO TENDERER

Name of RENOVATION AND REPAIRING WORK AT

DIFFERENT URBAN HELTH CENTER,GARDEN,LIBRARY

BUILDINGS IN SARDARNAGAR WARD(ARC)

1. Estimated cost put up to : Rs.

2. Earnest Money Deposit : Rs.10,000/- 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)

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.

Note: As per AMC’s Finance department Circular No.38, Dt.21/11/022 and approval of competent

authority, rate of all the items are taken without GST and prevailing GST will be payable Separately.

Seal and Signature of the Bidder Additional City Engineer

(Naroda , 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 Additional City Engineer

(Naroda , North Zone)

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

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

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

Sr. Name of Works Approximate Earnest Money Completion

No. value of works Deposit (Rs.) Period

1 RENOVATION AND Rs. Rs.10000.00 12 MONTH

REPAIRING WORK AT

DIFFERENT URBAN

CENTER,GARDEN,LIBRAR

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 Addl.City Engineer (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 Additional City Engineer

Date: (Naroda , 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:

RENOVATION AND REPAIRING WORK AT

DIFFERENT URBAN HELTH CENTER,GARDEN,LIBRARY

BUILDINGS IN SARDARNAGAR WARD(ARC)

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“E-2”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

1 Engineering Footpath Footpath Repairing Required 168

2 Engineering Public Building No Water Supply In A Public 24

3 Engineering Public Building Public Toilets and Urinals - 360

Repairing of Doors, Windows, Hours

Tiles or Sheets

4 Engineering Public Building Other Maintenance 168

5 Engineering Drainage>>Engineering Public Toilets and Urinals - 72

Drainage Line Blockage or Hours

6 Engineering Drainage>>Engineering Public Toilets and Urinals - 168

Drainage Line Breakage Hours

7 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 Additional City Engineer

Date: (Naroda , 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: - AMC Finance Dept. circular No – 03 Dt.28/04/2023

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 Addi. City Engineer (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.

Note: As per AMC’s Finance department Circular No.38, Dt.21/11/022 and approval of competent

authority, rate of all the items are taken without GST and prevailing GST will be payable Separately.

Seal and Signature of the Bidder Additional 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

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 RENOVATION AND REPAIRING WORK AT DIFFERENT URBAN HELTH

CENTER,GARDEN,LIBRARY BUILDINGS IN SARDARNAGAR WARD(ARC)

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

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

08. 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

09. DECLARATION FORM & DECLARATION CERTIFICATE are given separately in Tender

Document and it shall be applicable.

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

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

12. 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.

13. 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 Additional 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 Eighty 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% 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 Additional City Engineer

Date: (North Zone)

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<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 3% 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 Additional 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 3% 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 Additional City Engineer

Date: ( North Zone)

MATERIAL SPECIFICATION

Name of Work : RENOVATION AND REPAIRING WORK AT DIFFERENT URBAN

HELTH CENTER,GARDEN,LIBRARY BUILDINGS IN SARDARNAGAR WARD(ARC)

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.

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

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

Sr Test Frequency of tests Acceptance Criteria

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%

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)

Sr Test Frequency of tests Acceptance Criteria

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 Additional 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

Seal and Signature of the Bidder Additional City Engineer

Date: (Naroda , North Zone)

TECHNICAL SPECIFICATION

AHMEDABAD MUNICIPAL CORPORATION ENGINEERING DEPARTMENT

MAHANAGAR SEVA SADAN,NORTH ZONE

Name of Work : RENOVATION AND REPAIRING WORK AT DIFFERENT URBAN HELTH

CENTER,GARDEN,LIBRARY BUILDINGS IN SARDARNAGAR WARD(ARC)

Civil Work Estimate

Demolition & Dismantling work including stacking of serviceable materials and disposal of

unserviceable materials with all lead and lift.(ii) In Cement Mortar.Removal Of Existing

Building Foundation and Super Structure If Any.

(a) Demolition of RCC work Cu.M.

(b) Demolition of Brick work and stone masonry Cu.M.

(c) Dismentaling of sheet roofing including ridges, Hips, Valleys, Gutters etc.

1 (i) G.I.sheet roofing. Sq.mt

(d) Dismentling steel work including distempering and stacking the materials with all lead

(e) Dismentling doors, windows, ventilators etc. (wood or steel) Each

(f) Removing & Scrapping of Old deteriorated Plaster of any thickness from Masonary /

(g) Dismentaling any type tiled of stone floors Sq.M.

Clearing and grubbing road land including uprooting rank vegetation grass

2 bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees cut earlier Sqm

and disposal of unserviceable materials. (C) By mechanical means in area of light jungle

Excavation for foundation including sorting out stacking of useful material & disposing of

excavated stuff upto 50 mt. lead. Loose & Soft soil.Excexuted With Mechanical Effort

(a) up to 1.5 mt. depth Cu.M.

(b) 1.5 to 3.0 mt. depth. Cu.M.

Conveyance charges of earth lime, murrum, building rubbish, manure, garbage, sludge,

excavated rock, fly ash, aggregate of any kind etc. comp. upto 5 km lead.

Providing and laying cement concrete 1:3:6 (1- Cement : 3- coarse sand : 6-

hand broken stone aggregates 40 mmnominal size) and curing complete

excluding cost of formwork in

(I) Foundation and Plinth Cu.M.

(II) Wall Caps / Coping Cu.M.

Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand : 8-

hand broken stone aggregates 40 mm nominal size) and curing complete

excluding cost of formwork in

(I)Foundation and Plinth Cu.M.

Providing and laying cement concrete work 1:2:4 (1- Cement : 2- Coarse sand : 4- graded

stone aggregates 20 mm nominal size) and curing complete excluding cost of

formwork and reinforcement for reinforced concrete work in

(A) Foundations, footings, Base or columns and Mass

(B) Slabs, landing, shelves, Balconis , Lintels, Beams, Girders and Cantilever upto floor two

(D) Columns, Pillars posts and struts upto floor two

(E)Staircases excluding landing upto floor two level Cu.M.

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4-

graded stone aggregates 20 mm nominal size) for reinforced concrete Chhajjas not

8 exceeding 10cm. thickness upto floor two level including finishing the exposed surfaces with Cu.M.

cement mortar 1:3 (1-cement, 3 Fine sand) to give a smooth and even surface centering and

formwork and curing complete excluding cost of reinforcement.

Providing TMT Bar FE 415 reinforcement for R.C.C. work including bending, binding

and placing in position complete upto floor two level

Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding

and placing in position complete upto floor two level

Providing and laying controlled cement concreteM.200 and curing complete

excluding the cost of formwork and reinforcement for reinforced concrete work

(A) Foundations, footings, Base of columns and Mass concrete cu.m

(C) Slabs,landing,shelves,Balconies Lintels, Beams, Girders and Cantilever upto

floor two level.

Providing formwork of ordinary timber planking so as to give a rough finish including

centering shuttering strutting and propping etc. Height of propping and centering below

supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ

reinforced concrete and plain concrete work in.

12 (A) Foundations Footings Bases of Columns etc. and Mass concrete. Sqm

(B) Flat surfaces such as soffits of supspened floors slabs Landings and the like. (1) Floors

etc. upto 200 mm in thickness.

(C) Vertical surface such as walls (any thickness) partitions and the like including

attached buttresses & string course & the like.

(G) Columns PillarsPosts and struts. (1) Square Rectangular Polygonal in plan. Sqm

brick mesonary work

Brick work using common burnt clay building bricks having crushing strength not

13 less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:6 (1- cu.m

Cement : 6 -fine sand)(A) Modular

Extra for brick work in superstructure above plinth

level upto floor two level (A) Modular

(ii) Half brick masonry in common brunt clay building bricks having crushing

strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:5 (1- Cement : 5 -coarse sand

) in foundation and plinth

Extra for half brick masonry in superstructure above plinth level upto floor two level. (A)

Extra for half brick masonry in superstructure above

floor two level. (A) Modular

Providing 10mm thick cement plaster in single coat on brick/concrete walls for interior

18 plastering upto floor two level and finished even and smooth in (ii) Cement mortar 1:4 (1- Sqm

cement :4-sand)

Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half

brick walls for interior plastering upto floor two level and finished even and smooth in

(ii) Cement mortar 1:4

(1-cement :4-sand)

Extra over items 58 to 64 for finishing with a

floating coat of neat cement slurry.

(A) Extra over items 58 to 67 for providing and mixing water proofing materials in of 50Kg

cement mortar in proportion recommended by the manufacturer. of

20mm thick sand faced cement plaster on walls upto height 10 metres above

ground level consisting of 12mm thick backing coat of C.M. 1:3 (1 cement : 3-sand) and

8mm thick finishing coat of

C.M. 1:1 (1-cement : 1-sand) etc. complete.

Providing cement vata (10cm. x 10 cm. size) quarter round in cement mortar 1:1 including neat

cement finishing, watering etc. complete.

Providing 20 mm thick double coat mala cement plaster on interior brick /

concrete work for plastering comprising of base coat of 12 mm thick cement plaster

in cement mortar (1 Cement : 4 coarse sand) in rough finishing and 8 mm thick top coat

of cement mortar 1:2 (1 Cement : 2 Coarse sand) finished with trovel including

curing etc. complete.

Providing & fixing 23 cm wide chicken mesh jali with nails & then application of 15 mm

plaster on R.C.C. & masonary joints as per dir. of engg. In charge.

WOOD WORK & JOINERY

Providing and fixing 35 mm thick shutters for Doors, windows and clear story

windows including anodised alluminium butt hinges with necessary screws.(A) Indian Teak

(1) Fully Panelled Cu.Dm.

(ii) Fully Glazed. Sqm

(iii) Partly panelled and partly glazed. Sqm

Providing and fixing 25 mm thick shutters for cupboards etc. including anodised

alluminium butt hinges with necessary screws. (A) Indian teak wood.

27 (i) Fully Panelled. Sqm

(ii) Fully Glazed. Sqm

(iii) Partly panelled and partly glazed. Sqm

Providing and fixing 35 mm thick panelled ,glazed or panelled and glazed shutters, for Doors

28 windows and clearstory windows including anodised alluminium But hinges with Sqm

necessary screws and indian teak wood shutters with. (A) Plywood sheet panels.

Provoding and fixing flush door shutters, solid core construction with frame of first class

hardwood with cross board and face veneer or plywood face panels, including anodised

alluminium butt hinges with necessary screws. (B) Non-decorative type and block

board core anodised alluminium butt hinges in flush door shutters (2) 35 mm thick.

Providing and fixing M.S. round or square bars with M.S.flats at required spacing in wooden

30 frames of kg

windows and clerestory windows.

Providing and fixing M.S. grills of required pattern to wooden frames of windows etc. with

M.S. flats at required spacings and frame alround, square or round bars with round headed

31 bolts and nuts or by screws

(A) Plain Grill. kg

(B) ORNAMENTAL GRILL kg

Fabrication, inspection , erection and painting with 2 coats of enamel paint including

applying primer for Miscellaneous structural steel components confirming to IS: 1161:

1979 for the work of framing, trusses, railings, window grills, gate, staircases, supports,

beams, columns, ladders, angles, Plates,Flats, joists, etc. all kind of structures and any

32 other similar items fabricated out of tubular sections, rolled sections, plate sections etc. of KG

standards specifications and drawings including plant & machinery, tools & tackles etc.

including site bolting, providing nuts & bolts, anchor fasteners, (Supplied by vendor),

welding, grinding, wastage etc. complete as per specifications, complete as directed by

Engineer in charge.(As per drawing)

Providing and fixing FRP frame size 125x65 mm and 35mm thick FRP shutter with wood

grain raised panneled design finish shutter having extra reinforcement on sides &

edges in Gel coat finish. The core of the shutter & frame is to be filed up with injected

33 polyurethene foam done in situ alongwith embedded wooden pieces for stiffening & Sqm

also taking hinges & fintures. The whole FRP frame & shutter is to be water proof weather

proof, termite proof & resistance to mild acid/alkali. Rates are to be inclusive of S.S hinges with

fastener sleeve & alluminium fixtures & fastenings.

Providing and fixing FRP frame size 100x50 mm and 28mm thick FRP depress panel shutter

having extra reinforcement on sides & edges in Gel coat finish. The core of the shutter

& frame is to be filed up with injected fire retardant grade polyurethene foam done

34 in situ alongwith embedded wooden pieces for stiffening & also taking hinges & fintures. The Sqm

whole FRP frame & shutter is to be water proof weather proof, termite proof & resistance

to mild acid/alkali. Rates are to be inclusive of S.S hinges with necessary screws &

alluminium fixtures & fastenings & fastener sleeve.

Providing and fixing FRP frame size 125x65 mm and 35mm thick FRP shutter having extra

reinforcement on sides & edges in polish finish. The core of the shutter & frame is

to be filed up with injected polyurethene foam done in situ alongwith

embedded wooden pieces for stiffening & also taking hinges & fintures. The

whole FRP frame & shutter is to be water proof weather proof, termite proof &

resistance to mild acid/alkali. Rates are to be inclusive of S.S hinges with necessary

screws & alluminium S.S fixtures & fastenings & fastener

Providing and fixing FRP of 28mm thick Fibre Glass shutter with 1.5 to 2.0 mm thick fire

retardent grade FRP skin in depressed panel design having extra reinforcement on sides &

edges & in Gel coat finish. The core of the shutter is to be filled up with injected retardent

grade polyurethane foam done in situ alongwith embedded wooden pieces for

stiffening & also taking hinges & fintures. The whole FRP frame & shutter is to be water proof

,weather proof, termite proof & resistance to mild acid/alkali. Rates are to be inclusive of

S.S hinges with necessary screws & alluminium S.S fixtures & fastenings & fastener

Providing and fixing Lock at drawer of counter type Table including fixing any one of the

37 materials like wooden patti, favicol, khilli, screws, nut-bolts, clamping, or any kind of other no

similar required work as directed by engineer incharge etc. comp. (Appr.Rate)

Providing & Fixing Door closer - complete of Approved make to wooden / Aluminium Doors as

per direction of engg. In charge. (Appr. Rate)

Providing and fixing rolling shutters of approved make made of 80 mm wide M.S. laths

inter-locked together through their entire length and jointed together at the ends by end

39 locks mounted on specially designed pipe shaft with bracket plates, guide channels and Sqm

arragements for inside and outside locking with push-pull operation including the cost of

hood cover and spring etc. complete.(A) Shutters having width below 3.5 M.

Providing, fixing & Supplying at site of work approved quality and manufacturer,

confirmed & marked with relevant IS (wherever applicable), Stainless steel (SS-304)

fittings, fixtures and fastenings along with Stainless steel screws/concealed SS screws,

bolts, nuts, washers,wooden packing pieces if necessary etc.and other accessories etc

complete all as per specifications and as directed by the Engineer-in-Charge.

S. S. Tower bolt 300 mm long x 12 mm barrel

GRAB HANDLE FOR ADA TOILETS:

Providing & fixing 25 mm diameter (1.5mm thick) SS 304 satin (brush) finish Grab handle

for disabled toilet door of 600mm long of approved make with necessary SS 304 grade

screws etc. complete as per drawing as sample approved by Engineer-in-charge

Providing & Fixing 6- lever Mortice lock of chromium plated SS-304 parts & body of

approved brand & make, 200 mm Handle Set Lock Body CK mortice lock with chromium

plated SS screws, with duplicate keys etc. lock shall be fitted as per manufacturer

specification and as directed by Engineer in charge.

ALUMINUM & IRON WORK

Providing and fixing window having extruded aluminum Colour anodized section

frame main outer size 127mm x 38.10mm x 1.35mm @wt. 1.384kg/m, horizontal

Four track member size 122.20mm x 31.75mm x 1.10mm@ wt 1.205 kg/m, vertical

member of size 122.20mm x 31.75mm x 1.50mm @1.398 kg/mt with sliding shutters

of horizontal member size 40mm x 18mm x 1.29mm@ 0.456kg/mt ,vertical member of size

40mm x 18mm x 1.29mm @ 0.456 kg/mt with 5 mm thick transparent bronze colour

tinted float glass with powder coated aluminum fittings and fixtures and transparent

silicon sealant glass fixing to frame as per details etc complete for window.

Providing and fixing window having extruded aluminum Colour anodized

section frame main outer size 95mm x 24mm x 1.17mm @ wt.of 0.738 Kg/mt

horizontal Three track member size 92mm x31.75mm x 1.30mm,@ Wt.1.07 Kg/mt

vertical member of size 92mm x 31.75mm x 1.50mm @ Wt.1.06 Kg/mt with sliding

shutters of horizontal member size 40 mmx18mm x1.29mm @ wt.of0.456

Kg/mt, vertical member of size 40mm x 18mm x 1.29 mm @ wt.of 0.456Kg/mt/ with

5 mm thick transparent bronze colour tinted float glass with powder coated aluminum

fittings and fixtures and transparent silicon sealant glass fixing to frame as per details etc

Providing and fixing window having extruded aluminum Colour anodized

section frame main outer size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094 Kg / Rmt, horizontal

two track member size 61.85 mm x31.75 mm x 1.20mm @ wt.of 0.695 Kg/mt, vertical

member of size 61.85 mm x 31.75mm x 1.30 mm @ wt.of 0.659 Kg/mt with sliding shutters

45 of horizontal member size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt, vertical Sqm

member of size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt, @ Wt. 0.457 Kg/mt with

mm thick transparent bronze colour tinted float glass with powder coated aluminum

fittings and fixtures and transparent silicon sealant glass fixing to frame as per

details etc complete for window.

Providing and fixing standared extruded of alluminium section of size 63.50 x

38.10 x 1.95 mm @ Wt 1.094Kg / Rmt with colour anodized alluminium frame

with 5 mm thick transparent bronze colour tinted float glass with colour

anodized alluminium frame for ventilation with 5 mm thick frosted glass as details

Providing and fixing standared extruded of alluminium section of size

63mm x 38.10mm x 1.2mm @ Wt. 0.643 Kg/mt with colour anodized alluminium

frame for ventilation with 5 mm thick frosted glass as details etc complete for

Providing and fixing extruded aluminum window having extruded aluminum Colour

Powder Coated section frame main outer size 127mm x 38.10mm x

1.35mm ,@ Wt.1.384 Kg/mt,horizontal Four track member size 122.20mm x

31.75mm x 1.10mm @ Wt. 1.205 Kg/mt,vertical member of size 122.20mm x 31.75mm

48 x 1.50mm ,@ Wt. 1.398 Kg/mt with sliding shutters of horizontal member size 40mm x Sqm

18mm x 1.29mm @ wt.of 0.456Kg/mt,vertical member of size 40mm x 18mm x

1.29mm @ wt.of 0.456Kg/mt,@ with 5 mm thick transparent bronze colour tinted float

glass with powder coated aluminum fittings and fixtures and transparent silicon

sealant glass fixing to frame as per details etc complete for window.

Providing and fixing window having extruded aluminum Colour Powder Coated

section frame main outer size 95mm x 24mm x 1.17mm @ wt.of 0.738 Kg/mt, horizontal

Three track member size 92mm x 31.75mm x 1.30mm @ Wt.1.07 Kg/mt, vertical

member of size 92mm x 31.75mm x 1.50mm ,@ Wt. 1.06 Kg/mt with sliding shutters of

horizontal member size 40 mmx18mm x1.29mm @ wt.of 0.456 Kg/mt, vertical member of size

40mm x 18mm x 1.29 mm @ wt.of 0.456Kg/mt with 5 mm thick transparent bronze colour

tinted float glass with powder coated aluminum fittings and fixtures and transparent silicon

sealant glass fixing to frame as per details etc

Providing and fixing window having extruded aluminum Colour Powder Coated

section frame main outer size 63.50 x 38.10 x 1.95 mm,@ Wt1.094 Kg / Rmt,

horizontal two track member size

61.85 mm x 31.75 mm x 1.20mm @ wt.of 0.695 Kg/mt, vertical member of size

31.75mm x 1.30 mm @ wt.of 0.0.659 Kg/mt with sliding shutters of horizontal member

size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt, vertical member of size 40mm x

18mm x 1.29mm @ wt.of 0.456Kg/mt with 5 mm thick transparent bronze colour tinted

float glass with powder coated aluminum fittings and fixtures and transparent silicon

sealant glass fixing to frame as per details etc complete for window

Providing and fixing sheet glass, selected quality (Type-C) bedded in putty and fixed with

wooden beading including the cost of wooden beadings of first class teakwood and

necessary cutting of glass.

(1) 5 mm thick. (Ahmedabad City Building SOR 2023-24)

Providing and fixing suncontrol film of approved shade and quality. Approved brand

Garware and equivalent. (Appr. Rate)

white wash and paint

White washing with lime on wall surface (two coats) to give an even shade including

53 thoroughly booming the surface to remove all dirt, dust; mortar drops and other Sqm

foreign matter.

White washing with lime on wall surface (one coats) to give an even shade including

thoroughly booming the surface to remove all dirt, dust; mortar drops and loose

scales of lime wash and

other foreign matter.

Removing dry or oil bound distemper by a washing and scraping and sand papering the wall

55 surface smooth including necessary repairs to scratches Sqm

Distempering with dry distemper of approved brand and manufacture (two coats) and of

required shade on wall surfaces of given an even shade, over and including a priming coat

of whiting after thoroughly brooming the surface free from mortar dropping and other

foreign matter.

Distempeing (Two coats) with oil bound distemper of approved brand and

manufacture and of required shade on wall surfaces to give an even shade, over and

including a priming coat with distemper primer of approved brand and

manufacture after thoroughly brushing the surface free from mortar dropping and other

foreign matter and also including preparing the surface even and

sand papered smooth.

Wall painting (two coats) with plastic emulsion paint of approved brand and

manufacture on undecorated wall surface to give an even shade including throughly

brushing the surface free from mortar droppings and other foreign matter and

sand papered smooth.

Applying priming coat over new steel and other metel surface after and including

preparing the surface by throughly cleaning, oil,grease, dirt and other foreign matter and

scoured with brushes fine steel wood, scrapers and sand paper with ready mixed priming

paint brushing red lead.

Painting two coats (excluding priming coat) on new steel and other metal surface with

enamel paint, brushing, interior to give an even shade including cleaning the surface an

even shade including cleanicn the surface of all dirt, dust and other

foreign matter.

Painting two coats (excluding priming coat) on new steel and other metal surface with

synthetic enamel paint, brushing to give an even shade including cleaning the surface of

all dirt, dust and other

foreign matter.

Painting one coats (excluding priming coat) on previously printed steel and other

62 metal surface with synthetic enamel paint, brushing to give an even shade including Sqm

cleaning the surface of all dirt, dust and other foreign matter.

Appliying priming coat over new wood and wood based surface after and including

preparing the surface by throughly cleaning oil, grease, dirt and other foreign matter,

sand papering and knotting.

(C) Ready mixed paint brushing priming for enamel

Finishing wall with weather proof exterior emulsion paint on wall surface (two coats) to

64 give an required shape even shade after thoroughly brushing the surface to remove sqm

all dirt, and remains of loose powdered materials.etc complete

Applying two coats of putty & two coats of primer of approved brand and

manufacture on new wall surface to give an even shade including thoroughly brushing

the surface free from mortar dropping and other foreign matter and sand papered

Providing & Applying 3 mm thick External Wall Rustic Type Texture as per Design & Make as

66 Approved by Consultants / Engineer in Charge. Work Includes All Necessary Scaffolding Work Sq.M.

upto Any Height.

Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more

67 coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ Sq.M.

2.20 kg/10 sqm)

P./L. METALIC HERITAGE SURFACE TEXTURE Providing and fixing of HERITAGE textured

homogeneous wall finishing system from BAKELITE HYLAM LTD or equivalent make consisting

of a two component system of (25 kgs per Pack) made of 92% silica particles coated with fade

resistant pigments, 100% acrylic polymer bonding agent (5kgs per pack) with the applied

68 thickness of the coating being between 0.8mm-1.2mm to be applied on acured, smooth level Sq.M.

plaster without keying, as per the shades/combinations approved, as per the manufacturer

directions, for usages, tobe applied by an approved applicator of the manufacturer, as per the

directions / supervision of the engineers in charge, all complete. Includes All Necessary

Scaffolding Work upto Any Height.

Arrangement of zula with two or nece. skilled labour for repairing & maintenance work out

side building work etc. complete as per insructer incharge(At any floor level) (Appr. Rate)

PAVING & FLOOR FINISHES

Providing and laying Ceramic tiles 6mm thick in flooring treads of steps and landing laid on

a bed of 12mm thick cement mortar 1:3 (1-cement : 3- coarse sand ) finishing with

flush pointing in white

Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in flooring treads of steps

71 and landing laid on a bed of 12mm thick cement mortar 1:3 (1- cement : 3-coarse sand ) Sqm

finishing with flush pointing in white cement.

Providing and laying white glazed tiles 6mm thick in skrting risers of steps and dedo on

72 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand) and jointed with white cement Sqm

Providing and layingCeramic tiles 6mm thick in skrting risers of steps and dedo on

73 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand) and jointed with white cement Sqm

Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in skrting risers of steps

74 and dedo on 10mm thick cement plaster 1:3 (1-cement : 3- coarse sand) and jointed Sqm

with white cement slurry

Providing and laying Vitrified tiles 8 to 10 mm thick , in skrting risers of steps and dedo on

75 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand) and jointed with white cement Sqm

Providing and laying polished kota stone slab 25mm thick in risers of steps,skirting Dedo and

pillars laid on 10mm thick cement mortar 1:3 (1-Cement : 3 coarse sand) and jointed

with gray cement slury mixed with pigment to match the shade of slab including rubbing

and polishing etc. complete.

P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm (average) base of cement

mortar 1:6 ( 1 cement: 6 coarse sand) on new surface or fixing on existing flooring by

77 adhesive material including dismentaling of existing flooring and jointed with color Sqm

cement slurry including finised with flush pointing & cleaning the surface etc.

complete for DARK shade

P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm (average) base of cement

mortar 1:6 ( 1 cement: 6 coarse sand) on new surface or fixing on existing flooring by

78 adhesive material including dismentaling of existing flooring and jointed with color Sqm

cement slurry including finised with flush pointing & cleaning the surface etc.

complete for antiskit

P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm (average) base of cement

mortar 1:6 ( 1 cement: 6 coarse sand) on new surface or fixing on existing flooring by

79 adhesive material including dismentaling of existing flooring and jointed with color Sqm

cement slurry including finised with flush pointing & cleaning the surface etc.

complete for light shade

Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block

30cm length,30cm height and 15cm thick of M200 grade concret as per approved design

80 and including excavation for fixing in proper line and level,filling the joint with C:M 1:3 Rmt

(1cement:3fine sand) etc

Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 60mm thick

with grade of concrete M300 pnumatic compressed / vibrated mechanically and as per

81 approved design Confirming to IS 15658 : 2006 including 35 mm Sand layer for levelling and Sqm

filling the joint with sand in proper line and level as per guidlines of IRC : SP 63- 2018 etc.

Providing and laying broken chine mosaic flooring for terrace using 12 mm to

20 mm broken pieces of glazed tiles to be laid over cement mortar 1:3 to plain or slope

82 and to be tempered to bring mortar creme out upto surface using white cement Sqm

including rounding off junctions and extending them upto 15 cm along the wall,clearing

with water and oxalic acid etc. as directed.

Providing & Laying 18 mm thick Mirror polish granite flooring for counter , stair -riser

tread , skirting , dedo etc. machine cut or chiselled on bed of cement mortar 1:1 pointing

with neat cement slurry incl. moulding etc. comp. as per instruction of engineer in charge.

P/F grouting with epoxy branded material filling with groove cutting of 2 to 3 mm in tiles

flooring and cladding work etc. comp. by as per engineer incharg. (Appr. Rate)

Labour work for Polish kota stone surface rate also including providing cutting and grinder

machine for molding work etc comlete as directed. (Apr. Rate)

Providing and laying Riverwashed Kota stone slab flooring over 20mm (Average) thick base

86 of cement mortar 1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5 laid over and jointed with SQM

grey cement slurry including rubbing and polishing etc. complete. (B) 30 mm thick

Labour work for fixing interlocking blocks / any kind of pavement on up to 50 mm th sand

87 bedding, levelling, watering and fixing in line & level as well cleaning the site etc.comp. as Smt

Paver Block Providing and laying shot blasted Non - interlocking, Paver blocks of specified

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

blasting machine and high density of as per approved sample of approved make for

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

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

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

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

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

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

paver block to be necessary. If cutting of paver block shall be required , than cut by

machine only and laying to be done by skilled flooring mason. The finished surface of the

paver block shall have coarse sand Texture Finish. Pave blocks shall be compacted and

shall be re-laid if necessary. Actual laid area shall be measured and paid without any

wastage. (A) 60 mm thick M-35 grade Grey Paver block of size 200mm x 200mm.

Pre cast concrete kerb Providing and fixing M25 Grade of concrete precast exposed / Fair

finish / texture finish kerb stones of approved make as per approved sample of any size

and any type. Kerbs shall be fixed on the foundation prepared as per approved design. The

rate shall also include for erecting and fixing the pieces in position for complete kerb

system with chamfered type of kerbs including necessary accessories of kerb like radius

kerbs, angles and quadrant kerbs, droplet kerbs etc. complete as per drawing. Kerb shall

be fixed as paper joint without any jointing material. However cement mortar shall be

provided at the backside of kerb stone joint. (Sample must be approved) Cost of

excavation,cutting , base , side filling shall includes as directed engineer - incharge in above

item description as per BOQ (b) 380 x600 x 150 mm high Footpath kerb.

CEILING & LINING

Providing and fixing eco-friendly light weight calcium silicate false ceiling tiles

having Tegular edge & 15 mm Thick Densified edges on the Tile Periphery for Extra

Strength The Light weight calcium silicate ceiling tiles shall have , light reflection

85% non-combustible as per B.S. 476 part IV, 100% humidity resistance and also

having thermal conductivity0.043° w/m KC.for the best thermal Insulation . The

Light weight calcium Silicate tile shall be of approved texture Fine fissured/

Spintone/Cosmos having NRC value of 0.5 & Globe having NRC value of 0.75 NRC or

equivalent of size 595 X 595 mm to be laid on true horizontal level suspended inter

locking metal grid of hot dipped galvanized steel sections (galvanizing @120 grams per

sqm including both side) consisting of main ‘T’ runner suitably spaced at joints to

get required length and size of 24X38mm made from

0.30 mm thick (minimum) sheet, 1200mm centre to centre, and cross ‘T’ of size 24X28mm

made out of 0.33mm (Minimum) sheet spaced 1200mm along spaced between main

‘T’ at 600mm centre to centre to form agrid of 1200X600mm and secondary

cross ’T’ of length 600mm and size 24x28mm made of 0.30 mm thick (Minimum)

Providing corrugated G.I. sheet of class-3 roofing fixed with glavanished iron J or L

Hooks, Bolts and nuts 8mm diameter with bitumen and G.I. limpet washer or G.I.

limpet washer. filled with white lead complete excluding the cost of purlins, Rafters and

Trusses.(1) 0.80 mm thick sheet.

Providing and fixing five courses water profing treatment with bitumen felt

consisting of second and fourth course of blown / bitumen or/ and residual bitumen

applied hot at 1.2 kg.per Sq.M.of area for each course and first course with fibre base

92 bitunen saturated under lay type land third course with fibre base self finished felt type 2 Sqm

grade 1 and fifth and final course of stone grit 6mm and down size or pea sizes gravel

spread at 0.008 Cu. Metre / Sq. metre including preparation of surface excluding

grading complete.

Providing & Fixing 2 mm thick F.R.P.sheet of Approved Quality & Color / Pattern as per

Consultant's design also includes required fabrication structure in the grid of 2'-0x2'-0 size

using hollow pipe of 16 gauge & size 2"x1" & 1"x1" ,G.I. & Bitumen Washers, Silicon paste

application for fixing the sheet . Rate also includesnecessary bending, cutting , labor

charges , Zinc Primer coat & Two coats of oil painting of color as approved by consultants

& making good the wall.

Providing,Cutting,bending and fixingin anysizeand shape 2 mm thick FRP sheet shade

94 including HILTI SDSTscrew,washer,hardwarefitting,siliconsealent Sqm

waterproofingmaterialetc.comp.asdirected

WATER SUPPLY PLUMBING & SANITARY FITTING

Providing and fixing to wall ceiling and floor 6.0 Kg. F/Cm2 working pressure poluthene pipes

of the following outside Dia. Low densidy, complete with special falnge compression

type fittings, wall clipsetc. including making good the wall ceiling and floor.

95 (B) 25mm Rmt

Providing and fixing cast iron (Spun) Nahni trap of the following nominal diameter of

self cleaning design with C.I. screaed down or higned grating including cost of cutting and

making good the walls and floor 100mm inlet and 50mm outlet.(C) 100mm

Providing and fixing water closet squatting Pan (Indian type W.C. Pan) size 580mm

(Earthwork, bed concrete, foot reste and trap to be measured and paid for separately)

(A) Vitreous China.(I) Long

pattern = White colour

Providing and fixing wsh down water closet (European type, W.C. Pan) with integral P

or S trap including jointing the trap with soil pipe in Cement Mortar 1:1 (1-Cement : 1-fine

sand) (Seal and cover to be measured and paid for separately)(A) vitreous China Pattern :(i) in

Providing and fixing 100mm size P or S trap for water closet squatting pan including

99 jointing the trap with the pan and soil pipe in cement Mortar 1:1 (1-Cement : 1-Fine Each

sand)(A) Vitreous China.

Providing and fixing in Cement Mortar 1:3 (1- Cement : 3-coarse sand)a, pair of

100 white vitreous China 250mm x 130mm x 30mm footrest to long pattern squatting pan Each

Providing and fixing 12.5 Litres low level flushing cistern with a pair, of C.I. or Mild

brackets, complete with fittings such as lead valve less syphon, 15mm nom.nal size

brass ball valve with polythene float, C.P brass handle unions and couplings for

101 connections, with inlet, outlet and overflow pipes, 40mm dia. porcelain enamelled Each

flush bend including cutting holes in walls and making good the same connecting the

flush bend with cistern and closet (overflow pipe to be measured and paid for

separately)(A) Vitreous China (I) In white colour

Providing and fixing plastic seat and cover for wash down water closer with C.P. brass

hinges and rubber buffers. (B) Black plastic seal and cover.

Providing and fixing washbasin with single hole for pillar tap with C.I. or M.S. brackets

painted white including sutting holes and making good the same but excluding

fittings.(A) Vitreous China:(ii) Flat Back washbasin 550 mm x v 400mm size. (i) In white

Providing and fixing Kitchen sink with C.I. or M.S. brackets, painted white including

cutting holes in walls and making good the same but excluding fittings. (C) Vitreous China

Sink.(i) 600mm x 450mm

Providing and fixing C.P. brass waste for washbasinor sink.

105 (A) 32mmdia. Each

(B) 40mm dia. Each

Providing and fixing screw down bib taps of following size.(A) Brass screw down bib tap

(i) 15mm dia. Each

(ii) 20mm dia. Each

Providing and fixing pillar tap, capstan head, screw down high pressure with screws, shanks

(i) 15mm dia. Each

(ii) 20mm dia. Each

Providing and fixing brass screw down stop tap.

(A)15mm dia. Each

(B)20mm dia. Each

(C)25mm dia. Each

Providing and fixing Gun metal check or non-return

fullway wheel valve.

109 .(A) 15mm dia. Each

.(B) 20mm dia. Each

.(C) 25mm dia. Each

.(D) 32mm dia. Each

.(E) 40mm dia. Each

Providing and fixing chromium plated brass half trun flush cock of approved quality

including fixing in pipe line etc. complete.

(i) 20mm dia. Each

(ii) 25mm dia. Each

(iii) 32mm dia. Each

Providing and fixing Urinal or approved quality including conecting the Urinal with waste

111 pipe , tap etc. complete.(A) White earthenware flat back or corner type size 430mm x 260mm Each

Providing and fixing chromium plated, bottle trap with necessary couplings of approved

quality for wash basin.

Providing and fixing ball cock of approved. Quality as directed.(B) Abonite

113 (i) 25mm dia. Each

(ii) 50mm dia. Each

Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5) PIPE

having National Sanitation Foundation (NSF) seal for potable water of following dia. nominal

bore tube fittings and clamps including making good the wall, ceiling and floor etc.

114 [A] 15 mm. Rmt

Providing and fixing concealed center point to wall ceiling & floor UPVC (SCH 40)

PIPE having National Sanitation Foundation (NSF) seal for potable water of

following dia. nominal bore tube fittings and clamps including making good the

wall, ceiling and floor etc. complete.

Providing, laying and jointing in true line and level 160 diametre U.P.V.C (Type B)

conforming to IS 13592-1992 with one end plain and other end socketed with rubber

ring, & fittings conforming to ISI 14735-1999 of approved make for drainage system

pipe line, pipe shall be jointed with each other with rubber lubricant, pipe shall be

fixed on wall using of PVC clamp of the size 160 mm diametre x 210 mm length x

mm heigh at every 2000 mm center to center or shall be concealed in walls as directed

including necessary fittings such as bends, shoes etc. including testing of pipes and joints

and jointed with adhesive solvent cement including cost of all materials.

Providing, laying and jointing in true line and level 110 diametre U.P.V.C (Type B)

conforming to IS 13592-1992 with one end plain and other end socketed with rubber

ring, & fittings conforming to ISI 14735-1999 of approved make for drainage system

pipe line, pipe shall be jointed with each other with rubber lubricant, pipe shall be

fixed on wall using of PVC clamp of the size 110 mm diametre x 149 mm length x

mm heigh at every 2000 mm center to center or shall be concealed in walls as directed

including necessary fittings such as bends, shoes etc. including testing of pipes and joints

and jointed with adhesive solvent cement including cost of all materials.

Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 100 mm diameter with

118 jali of the following nominal diameter of self cleansing design with C.I scread down or hinged each

grating including the cost of cutting and making good the walls.

Providing and fixing Health Faucet of Jaquar make model no. 573 or equivalent make as

approved by engg. In charge with flexible tube upto 1 metre long etc. complete.

Providing & Fixing Angle cock of " Ess Ess" - Trend series or equivalent standard make as

approved by engg. in charge all complete. (Appr. Rate)

Providing and fixing C.P. brass shower rose with15mm or 20mm inlet.(A) 100mm dia. Each

(Ahmedabad City Building SOR 2023-24)

Provdg. & fixing 600mm x 450 mm Bevelled edgemirror of superior glass mounted of .6 mm th.

122 A.C.sheet or plywood sheet and fixed to wooden pluge with C.P. brass screws and washers. no

(Ahmedabad City Building SOR 2023-24)

Provdg. & fixing C.P.Brass towal rail complete with C.P. brass brackets fixed to wooden plugs

with CP Brass screws.(600 mmx 20 mm size) (Ahmedabad City Building SOR 2023-24)

Supplying necesary PVC/UPVC/Other hardware,G.I.Fittngs etc.comp. (Market rate)

(a) conseal cock pvc no

(b) waste pipe no

(c) 25 mm flush cock no

(d) 15 mm shower no

124 (e) upvc tee bend couplin no

(f) nahni trap pvc no

(g) plastiic seat and cover for wc no

(h) hand faucet pvc no

(i) mirror pvc no

(j) towel rail no

(k) pvc flush tank no

Providing and fixing of Hand Shower (Health Faucet), with 8mm Dia,1Rmt Long pvc

Tube and Wall Hook accessories to .complete the item etc. complete as per

directed by the Engineer's Representative.

Health Faucet :Jaquar, Model No. :ALD-CHR-563 GA

Providing and fixing Long Body Bib Cock with Wall Flange best quality including

cutting and making good the wall where required etc. complete as per directed by

the Engineer's Representative. Long Body Bib cock : Jaquar Continental, Model No:

Providing and fixing of C.P. copper connecting pipe 450 mm long and nuts, washer

and brass flange complete, including cutting and making good the wall where

127 required etc. complete as per directed by the Engineer's Representative. Nos.

Braided Hose Copper Pipe : :Jaquar, Model No. :ALD-CHR-805B

Providing and fixing towel rail of approved make including, providing and fixing C.P.

128 brass screws, making holes in walls and making good etc. complete as per directed Nos.

by the Engineer's Representative.Towel Rail : Jaquar, Model No. : ACN-1111BNM

DRAINAGE & SEWERAGE ITEM

Providing and fixing S.W. gully trap with C.I. grating brick masonry chamber and water tight

129 C.I. cover with frame of 300mm x 300mm size (inside) with standard weight.(i) Square Each

mouth traps.(B) 150mm x 100mm size P or R type

Providing laying (to level or slopes) and jointing reinforced concrete Light duty non-

130 pressure pipes I.S. class NP2 of the following internal diameter with collars and butt ends

prepared for collar joints including testing of joints complete

Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse sand : 4-

graded stone aggregate 20mm nominal size) foundation concrete 1:3:6 mix (1-cement : 3-

coarse sand :6-Brick bats 40 + 50mm size) inside plastering 15mm thick with Cement Mortar

1:3 (1-Cement : 3-coarse sand) finished with a floating coat of neat cement and

making channels in cement concrete 1:2:4 mix (1- Cement :2-Coarse sand :4-stone

131 aggregate 20mm nominal size) finished smooth complete including curing and festing (i) Each

Inside size 900mm x 1200mm and 1.5M. deep including C.I. cover with frame size 560mm

diameter total weight of cover and frame to be not less than 128 kgs. (Wt. of cover 64 Kg.

and Wt. of frame 64 Kg.)(A) With 230mm thick walls of brick msonry using brick having

crushing strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1- Cement: 5-

Coarse sand) (1) A type depth 0.90 Metre for 150mm diameter sewer.

Constructing Brick masonry road gully chamber 500mm x 450mm x 600mm including

500mm x 450mm C.I. horizontal grating wih frame complete.

boundary and fencing work

Providing and fixing 1.20 Metre high fencing with 2.0 Metre long M.S. Angle posts 40mm x

40 mm x6 mm and oil painting 3 coats fixed at 2.5 Mt,C/c. with five Horizontan lines and

133 two diagonals of galvanised steel barbed wire weighting 9.38 Kg. per100 Metre, strained Rmt

and fixed to posts with G.I,staples including fixing the postsin ground with 0.5 M x

0.5.M x 0.5 M. block in C.C1:5:10 etc complete.

Providing in line level plumb, fabricating and fixing chainlink jali having 35x35x5 mm M.S.

Angle for frame size 8 ft x 4 ft with 65x65x2.5mm thickness GI chainlink jali and 25 x 3 mm

MS flat for support of jali with 72x 72 x 3.2 mm thickness MS square pipe at 2.70 mtr c/c

134 fixed in cement concrete 1:2:4 with anchore fasterner/welding etc. on parapet of canal Rmt

works include necessary breaker machine and d.g set for fixing on site for welding,cutting

and joint etc painted with one coats of red oxide and two coats of enamel paint of

approved quality and as per instructed by engineer in charge.

P/M/F Weldmesh jali 5 ft height size as per details sketch & instruction of engineer in

charge consisting of Hot Dip Galvanised Weldmesh wire 175x50x4 mm, I section post

75x50x2 mm-2.07 m long, Galvanised Spoon Clamp -8 Nos per post, S.S.304 Mushrom

135 head Bolt With Anti Theft Nut M8x35 mm-8 Nos per post, Foundation Size 230x230x550 Rmt

mm- including excavation and concrete work and The galvanised fence panels are

subsequently dual powder coated with minimum thickness of 140 microns to meet C4-

High corrosion protection standards.

Providing in line level plumb, fabricating and fixing three row horizontal barbed wire

fencing and punched tape concertina coil of 9 turns per meter of 610 mm diameter fixied

with clips on top of the angle iron posts. The punched tape concertina coil having sharp

barbs at every 25 mm spacing shall be 0.5 mm thick and 19 mm width and weighting

Kg./100 mtr. (Average) as per manufacture's specification. The rate shall also include

providing and fixed 1.20 mt. total long MS angle 40 x 40 x 6 mm @ 3.00 mt. c/c spacing

embedded in RCC column, angle posts shall be painted with one coats of red oxide and

two coats of enamel paint of approved quality at top of compound wall. (As per R.A)

Chain Link Fencing(10' Height)

*Supply and Installation of Fencing with GI Chain Link Mesh: - 10ft Visible Height, *

*50X50X3mm GI mesh

* 50X50X3mm MS Vertical Horizontal Poles up-to a visible height of 10’

* 50X50X2mm thick MS Horizontal Poles.

137 * Pipes brand to be Apollo/Jindal SQM

* 2 Coats of Primer & Enamel painted (Green Color).

* Poles to be grouted 2ft inside the earth.

* Vertical Pole to Pole Distance 10 Feet.

* Top, Center & Bottom Horizontal Pipe Support.

* Colour Green to be painted

MISCELLANEOUS BUILDING ITEM

Hiring of Tractor with trolley considering 8 Hrs. As working Day hours inclu. Driver (GWSSB SOR-

2022-23 Section-2E-Miscellenous Item No.7)

Constructing a sink (chowkedi) with C.C. 1:2:4, 12cm. thick over B.B. masonry in

C.M,(1:6) in front and dwarf wall 1.0 Mt.high and 23 cm.thick cement plaster to masonry /

in C.M.1:3) and cement concrete flooring in 1:2:4: mi x 5 cm. dia. drain pipe

Applying general insecticide pest control treatment to floors, cupboards etc including labour

materials etc. complete. Using Imidacloprid 30.5 SCas Per IS 6313 part -II( (0.075%

concentration by mass) is recommended 10.5ml chemical diluted with 5 liters of water

application 0.5 litre chemical /Sqm of surface is recommended as per I.S.

Providing erecting and fixing double coated Syntex or equivalent PVC. (ISI) water tank of

141 required capacity each with all necessary fittings and connection etc. complete on terrace. litre

Supplying,erecting,testing & commitioning of horizontal non-clog centrifugal pump set of

1.5 HP of standard make against the total monometric head of 15 mt as per specification

including motor starter single phase preventer/liquid level controller ,GI fitting check valve

etc. coplete as directed.

Providing and fixing Roller Blind curtain fixed on window level on wooden batten and

curtain lift with cotton thin rope,make of arolax or equivelent design and colour as per

instruction by engineer – in – Charge with necessary hardware fitting, material and labour

Providing & Fixing M.S.grill, gate,stair / balcony railing , elevation element of Decorative

144 pattern with M.S. Channel ,flat ,medium grade m.s. pipe, square or round bars with round kg

heanded bolts, nuts, or by screw. etc. comp.

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

145 machinery etc. of following dia pipes at any convenient time. All damaged work shall be No

well repaired as per instructions. etc..complete.(Based on Drainage SOR 2009-10)

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 Engineer In

charge etc.comp.

(a) 15 mm Dia No

(b) 20 mm Dia No

(c) 25 mm Dia No

Providing and fixing M.S. Door and Window Prepared with ms equal angle for frame and

147 shutter with 18 BSG Sheet including Fixure and fastening including REd lead Pain with two KG

coat oil paint etv.including fixing in position

Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels,

plates etc., including welding, grinding, buffing, polishing and making curvature (wherever

required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c

fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel

bolts etc., of required size, on the top of the floor or the side of waist slab with suitable

arrangement as per approval of Engineer-incharge, (for payment purpose only weight of

stainless steel members shall be considered excluding fixing accessories such as nuts,

bolts, fasteners etc.)

Providing in line level plumb, fabricating and fixing three row horizontal barbed wire

fencing and punched tape concertina coil of 9 turns per meter of 610 mm diameter fixied

with clips on top of the angle iron posts. The punched tape concertina coil having sharp

barbs at every 25 mm spacing shall be 0.5 mm thick and 19 mm width and weighting

Kg./100 mtr. (Average) as per manufacture's specification. The rate shall also include

providing and fixed 1.20 mt. total long MS angle 40 x 40 x 6 mm @ 3.00 mt. c/c spacing

embedded in RCC column, angle posts shall be painted with one coats of red oxide and

two coats of enamel paint of approved quality at top of compound wall. (As per R.A)

Providing and supplying of labour for necessary excavation, cleaning, Shifting of Material

Or any other, or for any other work as directed by Engineer

Incharge.(AhmedabadCityBuilding SOR2023-24)

(a) Mistry EACH

(b) Plumber(Fitter) EACH

150 (c) Welder EACH

(d) MazdooratDayMale EACH

(e) Supervisor EACH

(f) Labour charges - Carpentar 1st Class EACH

(g) Labour charges - Carpentar 2nd Class EACH

(h) Labour charges - Hole Driller EACH

(i) Labour charges - Mason 1st Class EACH

Supplting of welding machine / gas cutter including cost of welding rods/gas,

Transportation, including carting from site to work place. (Appr. Rate)

Hiring of Three wheeler carrier (Chakado/Rixa)

considering10Hrs.asworkingdayhoursincl.Driver (GWSSB SOR 2022-23)

Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium

Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of

the building , for all heights and all levels etc. including:(a) Structural analysis & design and

preparation of shop drawings for pressure equalisation or rain screen principle as required,

proper drainage of water to make it watertight including checking of all the structural and

functional design. (b) Providing, fabricating and supplying and fixing panels of aluminium

composite panel cladding in pan shape in metalic colour of approved shades made out of

4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral

core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium

composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon

based fluoropolymer resin coating of approved colour andshade on face # 1 and polymer

(Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers,

cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium

alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest

the wind load movement,fasteners, SS 316 Pins and anchor bolts of approved make in SS

316, Nylon separators to prevent bi-metallic contacts all complete required to perform as

per specification and drawing The item includes cost of all material & labour component,

the cost of all mock ups at site, cost of all samples of the individual components for testing

in an approved laboratory, field tests on the assembled working curtain wall with

aluminium composite panel cladding, cleaning and protection of the curtain wall with

aluminium composite panel cladding till the handing over of the building for occupation.

Base frame work cost for ACP cladding is included in this item rate. The Contractor shall

provide curtain wall with aluminium composite panel cladding, having all the performance

characteristics all complete , as per the Architectural drawings, as per item description, as

specified, as per the approved shop drawings and as directed by the Engineer-in-Charge.

However, for the purpose of payment, only the actual area on the external face of the

curtain wall with Aluminum Composite PanelCladding (including width of groove) shall be

measured in sqm. up to two decimal places.

Providing and Fixing 1 H.P. Electrical monoblock or submarcible water pumps withmotor

154 and required cable and switch board of approved brand andmake etc.comp.as directed. Set

Supplying,erecting,testing & commitioning of horizontal non-clog centrifugal pump set of

1.5 HP of standard make against the total monometric head of 15 mt as per specification

including motor starter single phase preventer/liquid level controller ,GI fitting check valve

etc. coplete as directed.

Applying one coats of Enamel Paint of approved brand and manufacture on Road MH/CP.

Rate including thoroughly brushing the surface free from dust. Rate Includes Rent for

Chota hathi/Tempo for Material Carting/shifting, Traffic Diversion & Necesary Prection

works on road etc. Comp. as per Instruction of Engg. In Charge.

Providing & Fixing Stainless steel 304 grade 50mm outer dia meter 14 guage Railing with

nos horizontal& 1.20 mt. clear vertical pipe 1 mt. c/cwith buffing SS pipe. including cutting,

157 bendingfixingin position andFixing SSArticlecap inbottom of pipe. Rate also includes Fixing Rmt

pipe in bottomwith flling material of bombay masala etc. Complete

aspertheinstructionofengg.incharge(Appr.Rate)

Providing and fixing SS-316 mesh of 10 gauge (3.10 mm th) & having opening of 25 mm x

25 mm each, crimped mesh with a frame of angle section of 50x50x6 including one coat of

primer & two coats of arpproved oil paint to the side of skylight and ventilatiors as per

instructions of the engineer in charge. (Rate Analysis)

Providing , Supplying , fitting, with finishing work with pvc cledding and alluminium panel L

159 fiiting where angle is situated and finished . The Rate including loading, unloading and SQM

placing at site as per instructions given by Engineer In-Charge.

Applying general insecticide pest control treatment to floors, cupboards etc including labour

materials etc. complete. Using Imidacloprid 30.5 SCas Per IS 6313 part -II( (0.075%

concentration by mass) is recommended 10.5ml chemical diluted with 5 liters of water

application 0.5 litre chemical /Sqm of surface is recommended as per I.S.

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 Additional City Engineer

Date: (North Zone)

Address & Mobile no.

(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.

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(2)fboathe CrJ»g rl^e mkdXl- lJe rœÕnelt vrhvºt ¢btkf

(3) ©b ylu htusdth rJCtd-dtkDeldh vrhvºt ¢btkf: RveyuV/182016/368596/b(3)

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bnufblu mtbtrsf mwhûttlwk Aºt b¤e hnu <u btxu <ublu ftbœth CrJ»g rlr^ ylu vhawhK studJtRytult

yr^rlgb,1952 nuX¤ ytJhe juJt sKtJuj Au.

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sublu ftuR vK yr^rlgb yk<do< mtbtSf mwhûttlt jtCtu b¤<t l&e <uJt fboatheytulu CrJ»g rlr^

Vt¤tu yaqf fvtg ylu <ublu mtbtrsf mwhûttltu jtC b¤u <u btxu leau bwsclt vdjtk juJt sKtJtguj

1. ftuR vK mkM&t/ yusLme/ ftuLx[tfxhlu ftuR vK mhfthe ftgtuo btxu ftuLx[tfx ytv<t vnujt <uble

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2. Wvhtuf< fuxudhebtk ytJ<t fboatheytulu ftbœth CrJ»g rl^e ylu vhawhK studJtRytult

yr^rlgb,1952 ylu <u ykk<do< DzJtbtk ytJuj gtusltytule studJtRytu jtdw vzu <u btxu

<tðftrjf vdjtk juJt.

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s vAelt brnltle awfJKe ytWxmtumekd yusLmelu fhJe.

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ybœtJtœ Bgwrlrmvj ftuvtuohuNllt <btb Ft<tlt Jztyr^fthe©eytulu <ublt nM<flt Ft<t/

rJCtdbtk fhtJJtle &<e ftuR vK «fthle ftbdehe btxu fhtJJtbtk ytJ<t fJtuxuNl, xuLzh fu ytuVhbtk

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zu.Bgwwrl.frbNlh

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 –

FORM -2 PERFORMANCE GUARANTEE BOND

(BANK GUARANTEE)

(Clause 37 of Section I Volume 1)

Awarded a contract dated_ __________________for RENOVATION AND REPAIRING WORK AT

DIFFERENT URBAN HELTH CENTER,GARDEN,LIBRARY BUILDINGS IN SARDARNAGAR WARD(ARC)

. as specified in the tender by the Ahmedabad Municipal Corporation.

Whereas the said M/s __________________________________________has approached Us

___________________________________________Bank to provided a PERFORMANCE GUARANTES

BOND to the AMC for the work undertakes by M/s.

agreed to provided such a PERFORMANCE GUARANTEE BOND. Now therefore, we the_

______________________Bank provided the following Performance Bank, Guarantee by way of these

Bond to the AMC.

1. The contract value of the contract provided to M/s. _____________________by the AMC in Rs. _

__________. This guarantee in the nature of PERFORMANCE GUARANTEE is provided so as to ensure

and indemnify the AMC for full and proper performance of the contract by 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 5% of the said contract value and accordingly it comes to Rs. _______________________ our liability

will be in all cases be limited to Rs._________________.

4. We agree and undertake that this PERFORMANCE GURANTEE will be valid for a period of 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.

Seal and Signature of the Bidder Additional City Engineer

Date: (Naroda , North Zone)

Address & Mobile no.

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

mkœCo:(1)©b yl uhtusdth htsgbkºte©e - lJe rœÕnelt vrhvºt ¢btkf C-III /011/2(82)2015/HQ

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(3) ©b ylu htusdth rJCtd-dtkDeldh vrhvºt ¢btkf: RveyuV/182016/368596/b(3)

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(R.ve.yuV.ytu.) lJerœÕneyu <ublt ylw¢bu <t.07/07/2015 ylu <t.21/06/2016lt vºttu&e

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bnufblu mtbtrsf mwhûttlwk Aºt b¤e hnu <u btxu <ublu ftbœth CrJ»g rlr^ ylu vhawhK studJtRytult

yr^rlgb,1952 nuX¤ ytJhe juJt sKtJuj Au.

yt ylwmk^tlu htsg mhfth©e lt mJuo rJCtdtu, ònuhrldbtu, htsgle mnfthe mkM&tytu,

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sublu ftuR vK yr^rlgb yk<do< mtbtSf mwhûttlt jtCtu b¤<t l&e <uJt fboatheytulu CrJ»g rlr^

Vt¤tu yaqf fvtg ylu <ublu mtbtrsf mwhûttltu jtC b¤u <u btxu leau bwsclt vdjtk juJt sKtJtguj

4. ftuR vK mkM&t/ yusLme/ ftuLx[tfxhlu ftuR vK mhfthe ftgtuo btxu ftuLx[tfx ytv<t vnujt <uble

vtmu fboathe CrJ»g rlr^ mkdXl yk<do< RMgw &guj «turJzLz Vkz hSMx[uNl Au fu lne <ule

5. Wvhtuf< fuxudhebtk ytJ<t fboatheytulu ftbœth CrJ»g rl^e ylu vhawhK studJtRytult

yr^rlgb,1952 ylu <u ykk<do< DzJtbtk ytJuj gtusltytule studJtRytu jtdw vzu <u btxu

<tðftrjf vdjtk juJt.

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WbuhJtltu &<tu Vt¤tu yaqf fvtRlu <ublt «turJzLz Vkzlt Ft<tbtk sbt &tg,<ule aftmKe fhelu

s vAelt brnltle awfJKe ytWxmtumekd yusLmelu fhJe.

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ybœtJtœ Bgwrlrmvj ftuvtuohuNllt <btb Ft<tlt Jztyr^fthe©eytulu <ublt nM<flt Ft<t/

rJCtdbtk fhtJJtle &<e ftuR vK «fthle ftbdehe btxu fhtJJtbtk ytJ<t fJtuxuNl, xuLzh fu ytuVhbtk

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zu.Bgwwrl.frbNlh

ltuku ^:- y.Bgw.ftu lt mhfgwjh lk-41 <t.09/11/2021 bwsc ‘bwÏg bkºte yu«uLxemNev gtuslt’

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