Laying of Systematic drainage line at Modi Compound,Radheshyam ni chali And Diffrent places And Different Chalis OF Ghatak-3 in Saijpur Ward of North-Zone.

Sr. Department No. of work Total Amount

only as on Dt.-18.08.2026 Up to 17.00 hrs. in O/o Asst. Manager (North Zone). The technical bid shall be

opened online on Dt.- 21.08.2026 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

Assistant Manager (North zone), Ahmedabad Municipal Corporation

North Zone Office Building, Memco-Saijpur road, Ahmedabad

Deputy Municipal Commisioner

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

AHMEDABAD MUNICIPAL CORPORATION

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

MEMORANDUM OF WORK

Municipal Commissioner invites online e-tenders from interested contractors for Laying of

Systematic drainage line at Modi Compound,Radheshyam ni chali And Diffrent places And

Different Chalis OF Ghatak-3 in Saijpur Ward of North-Zone.

1 Name of work Laying of Systematic drainage line at Modi

Compound,Radheshyam ni chali And Diffrent places

And Different Chalis OF Ghatak-3 in Saijpur Ward of

2 Time Limit 12 MONTHS

3 Tender Validity Period 120 Days (Excluding Monsoon)

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

equivalent register with any other state Govt. or

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

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

(Non refundable) Commissioner, Ahmedabad)

7 Contractor's Class “E2” class

8 1% Earnest Money Deposit Rs.10000.00/- (Demand Draft or Bank Guarantee in favor of

Municipal Commissioner, AMDAVAD/) To be submitted as

prescribed in 8.0 below. Demand Draft or Bank Guarantee

shall be from Nationalized Bank / Scheduled Bank and valid

for 120 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 – 10, Dt. 05.08.2024

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

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

and submitted to Assistant Manager (NORTH zone) , Rajiv

Gandhi Bhavan, Memco-Saijpur Road, AMDAVAD To be

Submitted Physically As per N.I.T

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

bid of Addl. City Engineer (North Zone), Rajiv Gandhi Bhavan,

Memco – Saijpur Road, AMDAVAD Municipal Corporation,

11 Security Deposit 5% of the Sanctioned Tender Amount in form of Bank

Guarantee / Demand Draft / Local MICR Cheque.(As per

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

Documents Technical bid should be submitted physically also in sealed

envelope systems By RPAD/Speed post/ Hand Delivery in

sealed covers in Duplicate (One Original & One Duplicate)

Each part shall be separately duly sign & seal by contractor .

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

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

Maximum limit of liquidated damages for delay in

completion of work will be 10% of the Contract Price

rounded of to the neared thousand.

14 Deduction of Retention 2% of the value of work done will be deducted from each RA

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

15 Place of Arbitration AMDAVAD

16 Language of Arbitration English

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

each bill for labour welfare

fund (non-refundable)

18 Contractor's Name

19 Contractor's Address

20 Contractor'sRegister Number

Renewal Year Class

21 Contractor's Bank Name

22 Branch Address

23 Bank Account Number

26 Contractor's E-Mail:

27 Supervisor Clause Contractor Should Provide One Supervisor per Tender. Failure

of Providing Supervisor contractor shall be levied penalty of

Rs.1000/- per day

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ftbdehe yum.yuj.yu. le mbg bgtoœtbtk fhJtle hnuNu.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

2. ftbdehe vwKo &gt ctœ <ult Vtuxtud{tV,mxeoVefux ylu ftbdehe vwKo &gt le òK yum.yuj.yu. mbg

bgtoœtbtk Jtuzolt MxtVlu fhJtle hnuNu.

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vulÕxe le hfb ytvltk cej btk&e Jmwj fhJtbtk ytJNu.

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«btKe< fhe Jtuzo yturVmu hsw fhJtltu hnuNu.

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y.Bgw.ftuvtuohuNl lt ftgoûtuºt btk l ytJ<e ntuR <ule òK Jtuzo MxtVo lu <tðftrjf fhJtle hnuNu.

 me.me.yth.yum Vrhgtœ mbg bgtoœt btk rlftj l &Jtlt mkstudtu btk fhJtle &<e 5uluÕxe le rJd<

Sr. Department Category Problem SLA Penalty

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

pressure - Eng Hours

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

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

4 Engineering Water>>Engineering No Water - Eng 240

5 Engineering Drainage>>Engineering Drain Blockage or Choking on 48

TP road - Eng Hours

6 Engineering Drainage>>Engineering Overflowing of main line and 48

distribution line on road - Eng Hours

7 Engineering Drainage>>Engineering No Drainage Manhole cover - 24

8 Engineering Drainage>>Engineering Frequent Breakdown & Blockage 96

of Drain - Eng Hours

9 Engineering Road Pot holes on the Road 24

10 Engineering Road Patch work Relaying of a portion 72

11 Engineering Road Deep Pit - Large settlement of 48

12 Engineering Road Removal of waste-Dust Lying on 72

both side of the road after re Hours

13 Engineering Footpath Footpath Repairing Required 168

14 Engineering Public Building No Water Supply In A Public 24

15 Engineering Public Building Public Toilets and Urinals - 360

Repairing of Doors, Windows, Hours

Tiles or Sheets

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

16 Engineering Public Building Other Maintenance 168

17 Engineering Drainage>>Engineering Contractor Had not disposed off 48

the Manhole Silt Properly - Eng Hours

18 Engineering Drainage>>Engineering Raising the Manhole Cover & 168

Catch Pit Up To the Road Level - Hours

19 Engineering Drainage>>Engineering Lowering the Manhole cover & 168

Catch pit - Eng Hours

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

Drainage Line Blockage or Hours

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

Drainage Line Breakage Hours

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

Availability of Water/Cleaning of Hours

Water Tank/Broken Tank Cover

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

or all the tenders without assigning any reasons there of.

Seal and Signature of the Bidder Add.C.E.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

To be notarized by Notary

TENDER DECLARATION FORM

Dy. CITY ENGINEER (NORTH ZONE-5)

"Rajiv Gandhi Bhavan", Memco - Saijpur Raod, AMDAVAD-25.

Name of Work:- Laying of Systematic drainage line at Modi Compound,Radheshyam ni chali

And Diffrent places And Different Chalis OF Ghatak-3 in Saijpur Ward of North-Zone.

I/We the undersigned have carefully gone through and clearly understood the Tender documents of

above mentioned project comprising of Notice Inviting tenders, Articles of Agreement, Scope of work,

Definition of terms, notes Instructions/Information to Bidder, Condition of Contract, special condition of

contract, Appendices, Specifications, Bill of Quantities, Statements (1 to 6) furnished by AMDAVAD

MUNICIPAL CORPORATION.

I/We do hereby offer to execute and complete the whole of the work within the time specified all in

accordance with the specification, designs, drawing and instruction in writing referred to in the said

document and with such materials as mentioned for, at the respective rates which I/we have quoted in the

Price Bid or at such other rates as may be fixed under the provisions of these conditions.

In the event of this tender being accepted I/We agree to enter into an agreement and when required,

execute the contract, according to your form 1 of agreement as or in default where of I/we bound

myself/ourselves to forfeit the "Earnest Money Deposit."

I/We understand that if I/We shall not enter in agreement within fifteen days or as decided by AMC from

the date of receipt of letter of acceptance, you will forfeit the earnest money paid by me/us and take

necessary action as deemed fit.

I/We have enclosed a Demand Draft / Bank Guarantee as an “Earnest Money Deposit", for the sum as

mentioned in NIT, the full value of which is to be absolutely forfeited to the Employer If I/We fail to

commence the work specified. Otherwise the Employer shall retain the said sum, as on account of such

Security Deposit as provided for in the aforesaid documents.

I/We agree not to employ sub-contractors other than those that may be approved in accordance with

conditions in the aforesaid documents.

I/We understand that Municipal Commissioner is not bound to accept the lowest or any tender, which are

received. I / We also understand & agree that Municipal Commissioner Reserves the right to allot number of

tenders to successful bidders at his sole discretion in case if I / We am/are lowest in more than one tender.

I/We am/are bound to execute the job if the work order is issued within 120 days from the date of opening

I am bound to execute the work by maintaining all Quality aspects/parameters mentioned in the tender

terms and conditions. I am also bound to submit all supporting Genuine Original documents and if any

discrepancy found in such documents as well as in the executed Work with respect to Quality/Quantity at

any stage of work or even after completion of work, it will be solely my Responsibility. I am bound to prove

originality of all documents submitted by me and if any Documents found false/fake then Municipal

Commissioner/AMC has right to take any action/penalty/punishment against me.

I am also bound that if I/we, indulged into any malpractice and/or used any inferior quality and/or the

construction of road is found to be of an inferior quality under this contract than in such case Municipal

Commissioner/AMC has right to debar/ blacklist for three years.

I/We agree to pay the Government income-Tax, GST/Sales-Tax (Central and State), Octroi duties, Royalty on

material (i.e. Aggregate, Sand etc.) And any other taxes prevailing and from time to time on such items on

which the same are leviable and the rates quoted by me/us are inclusive of the same.

Yours faithfully Date: Seal and Sign of

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

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

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

the Table below:-

Sr. Name of Works Approximate Earnest Money Completion

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

1 Laying of Systematic Rs. 10,00,000.00/- Rs. 10000.00 12- MONTHS

drainage line at Modi

Compound,Radheshyam

ni chali And Diffrent

places And Different

Chalis OF Ghatak-3 in

Saijpur Ward of North-

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

www.amc.nprocure.com/ www.nprocure.com., 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 / Pay Order 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 – Saijpur 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-Saijpur 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.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

Finance dept. circular No - 10 Dt.05.08.2024

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

TERMS & CONDITIONS

( A ) INSTRUCTIONS TO BIDDERS (ITB)

( B ) GENERAL TERMS & CONDITIONS

( C ) FINACIAL TERMS & CONDITIONS

( D ) MAIN CONDITION / FEATURES OF THE WORK

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( A ) INSTRUCTIONS TO BIDDERS (ITB)

1. Procedure for Submission of Tender

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

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

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

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

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

Bid envelopes shall be marked as follows:-

 Tender Document Vol.

 Registration certificate of class

 Power of Attorney

 Personal Details

 Enclosures as asked in tender

 Technical specifications duly sign by contractor.

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

Assistant Manager, North Zone,

1st Floor, Rajiv Gandhi Bhavan,

Memco-Saijpur Road,

d).Bear the following identification:

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

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

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

responsibility for the misplacement or premature opening of the bid.

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

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

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

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

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

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

2. Assessment of Submission

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

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

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

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

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

appointed time and location on the next working day.

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

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

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

as the Employer may consider appropriate.

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

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

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

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

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

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

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

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

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

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

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

and provides any clarification for ascertaining the correctness of the information/details.

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

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

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

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

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

nonconforming deviation or reservation.

3. Evaluation and Comparison of Tender volume

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

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

accordance with Clause 5(General Terms and Condition).

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

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

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

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

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

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

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

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

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

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

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

decisions may result in the rejection of his bid.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

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

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

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

the bidder’s own expense.

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

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

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

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

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

expenses incurred as a result of the inspection.

Seal and Signature of the Bidder Add.C.E.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( B ) GENERAL TERMS & CONDITIONS

1. Scope of Bid

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

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

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

1.2 The Works consist of:

Laying of Systematic drainage line at Modi Compound,Radheshyam ni chali And Diffrent

places And Different Chalis OF Ghatak-3 in Saijpur Ward of North-Zone.

2. Source of Funds

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

3. Eligible Bidders

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

following requirements:

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

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

or equivalent with specialization in road works. If contractor is not registered with AMC in

the relevant class, on award of contract he shall be required to register himself with AMC

within 3 month's time.

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

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

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

General information

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

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

1 Name of firm:

2 Head office address:

3 Local office address (if any):

4 Telephone/ Contact:

5 E-mail address:

6 Place of incorporation/registration:

7 Year of incorporation/registration:

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

5.3 Disqualification

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

the following reasons:

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

included in document.

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

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

awarded against the applicant or financial failure due to bankruptcy.

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

5.4 Debarment/Black listing

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

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

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

6. One Bid per Bidder

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

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

be disqualified.

7. Bidding Documents

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

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

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

8. Language of Bid

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

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

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

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

interpretation of the bid, the English translation shall prevail.

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

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

submitted online by the bidder.

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

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

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

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 to Bidders.

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

duly authorized to sign on behalf of the bidder.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

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

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

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

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

Occupations and addresses shall be printed below their signatures.

12. Deadline for Submission of Bids

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

date specified in the IFB.

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

unopened to the bidder.

14. Signing of Agreement

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

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

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

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

high quality work within the given time schedule.

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

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

evaluation, will rest entirely on the Bidder.

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

and extended time limit.

18. Legal Condition:-

 Corrupt or Fraudulent Practices

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

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

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

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

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

contract, or during execution.

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

sectors by which they improperly and unlawfully enrich themselves and/or those close

to them, or induce others to do so, by misusing the position in which they are placed,

and it includes the offering, giving, receiving, or soliciting of anything of value to

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

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

Procurement process or the execution of a contract to the detriment of the Borrower,

and includes collusive practice among bidders (prior to or after bid submission)

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

designed to establish bid prices at artificial non-competitive levels and to deprive the

Borrower of the benefits of free and open competition.

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

without assigning any reason thereof.

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

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

for disqualification / rejection at any stage.

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

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

will be rejected.

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

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

are conditional tenders, will be rejected.

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

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

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

19. Administrative Conditions:-

 Safety and Signage

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

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

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

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

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

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

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

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

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

 Liaison with local authority for electrical connections for the AMC

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

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

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

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

paid by the contractor.

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

Seal and Signature of the Bidder Add.C.E.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

AMDAVAD MUNICIPAL CORPORATION

TERMS & CONDITION

(C) FINACIAL CONDITION

1. Cost and Currencies of Bidding:-

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

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

Currencies of Bid and Payment

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

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

2. Earnest Money Deposit:-

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

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

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

promptly as 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

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/Work Order, the

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

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

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 having net

worth of more than Rs.500 Crore of Indian Operation and acceptable to Employer.

(C) 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.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

4. Approved Bank: - As per AMC finance Department Circular No-10, Dt.01.06.2022

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

6. Mobilization advance will not be given.

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

8. Penalty: - Compensation for (0.10%) zero point one percentage of Delay contract price for

uncompleted work per day subject to a maximum up to ten percentage of contract price or as

decided by Municipal Commissioner.

9. 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.

Seal and Signature of the Bidder Add.C.E.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

AHMEDABAD MUNICIPAL CORPORATION

Tender form B-1

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

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

Note binding on the contractors

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

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

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

clause no.15 to

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

Gujarat “wherever written.

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

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

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

wherever written.

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

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

Municipal Corporation”

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

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

“NOTICE INVITING TENDERS” may be read as under-

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

Laying of Systematic drainage line at Modi Compound,Radheshyam ni chali And Diffrent

places And Different Chalis OF Ghatak-3 in Saijpur Ward of North-Zone..

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

Memorandum of Works in Brief.

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

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

“ADDITIONAL INSTRUCTIONS TO PERSONS TENDERING” shall be read as

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

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

10. DECLARATION FORM & DECLARATION CERTIFICATE are given separately in

Tender Document and it shall be applicable.

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

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

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

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

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

in the tender documents.

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

separately elsewhere in the tender documents.

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

Seal and Signature of the Bidder Add.C.E.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

AMDAVAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL CONDITION

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

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

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

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

Rs. 200/- per day of delay and shall be deducted from contractor’s bill. In this case time

limit shall start latest by the 10th day of letter of intent, Security Deposit of 5% of tender

amount shall be deposited by pay order, demand draft, cheque of nationalized bank

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

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

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

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

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 web site.

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 AMDAVAD 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.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

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 24 hours, otherwise AMC can throw away such material at any place

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

shall not be entitled for compensation.

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 one in any way

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 right

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 condition.

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

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

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, AMDAVAD.

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.

36. In case progress is delayed, contractor shall be penalized 0.10% of Tender amount per day

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

37. As per Cicular No- 41 Dt.09.11.2021 E Form Certificate Required.

38. Contractor has to follow Finance Circular NO-38, Date:- 21.11.2022

39. As per AMC’s Finance department Crcular 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 Seperately..

40. All the relevant prevailing AMC circulars/ its time to time revisions are applicable for

this work and all the bidders are bound to follow the same, so the bidder must check

before applying for the tender.

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

Seal and Signature of the Bidder Add.C.E.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

ybœtJtœ BgwÂlÂmvj ftuvtuohuNl

bntldh muJtmœl- W•th Ítul

y.Bgw.ftu. W•th Ítul Ítulj ytuVem,

W•th Ítul xuLzh ltuxem lk- 21/2023-24 btk ytJhe juJtguj ftbtule ÂJd<tu

1. Wvhtuf< xuLzhtu su <u Jdobtk btLg hSMx[uNl ^htJ<t ftuLx[tfxh©eytuyu ChJt.

2. xuLzhle rlg< xuLzh Ve <&t R.yub.ze. ck^ fJhbtkk Wvh lt mhltbu ÁcÁ / hSMxh yu.ze./ MvezvtuMx/ fwhegh&e rlg<

mbgbtk btufjJtlt hnuNu.

3. ftuLx[tfxh©eytuyu xuLzhle mt&u BGþrlrmvj btLg hSMx[uNlle/ dJobuLx hSMx[uNlle ftuve, (xuLzh ftuve <&t yLg vwhtJt mt&u)

yawf mtbuj fhJtle hnuNu ylu fJh Wvh xuLzh lkch <&t ftuLxufx lkch sYh MvÐ œNtoJJtltu hnuNu.ck^ fhJh Wvh xuLzh

ltuxem lkch, xuLzh lkch, ftblwk ltb <&t, ftuLx[[tfxhle mkM&tlwk ltb <&t ftuLxufx lkc< yJ~g œNtoJJtlt hnuNu. su

ftuLx[tfxh©eytuyu hSMx[uNl heLgw fhtJuj l ntug <u ftuLx[tfxh©eyu xuLzh ChJt lnek.

4. ftuLx[tfxhtuyu xuuLzhbt cukfl wltb, Ft<t lkch, btRfh lkch ylu mhltb wMvÐ yûthtubtk jFJw.

5. xuLzh Ve vu ytuzoh / zebtLz z[tVx&e aqfJJtlehnuNu. œhuf xuLzh œeX yjd xuLzh xuLzhVe ChJtle hnuNu.

6. ytuAe hfble xuLzh Ve, R.yub.ze. fu xuLzh Ve, R.yub.ze. ÂJltlt xuLzhtu hœct<j (fuLmj) dKtNu.

7. xuLzh mt&u BþfJtbtk ytJ<e yluoMxble, xuLzhle hfblt 1% «btKu cukf duhLxe / zebtLz z[tVx / vu ytuzoh / jtufj btRfh auf&e

s MJefthJtbtk ytJNu. œhuf xuLzh œeX yjd R.yub.ze. ChJtle hnuNu. R.yub.ze. hfb Yt. yuf fhtuz mwDele ykœtS<

hfblt ftb btxu htufzt, jtufj btRfh auf, rzbtLz z[tVx, vu ytuzoh fu cukf duhkxelt MJYvbtk <&t Yt. yuf fhtuz&e Wvhle

ykœtS< hfblt ftb btxu R.yub.ze.le hfb btºt rzbtLz z[tVx, vu ytuzoh fu ckuf duhkxelt MJYvbtk ytvJtle hnuNu.

8. cukf duhuLxe btºt ybœtJtœ Nnuhle s MJefthJtbtk ytJNu.

9. xuLzh Ve <&t R.yub.ze.le hfblt ze.ze./ aufle vtA¤ ftuLx[tfxh©eyu vtu<tle mkM&tlwk ltb <&t btuctRj lkch yJ~g

10. Nh<e xuLzhtu hœ ct<j dKtNu.

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ftble BþÆ<btk bshu ytvJtbtk ytJNu. vhkðþ yt yLJgu ftuE CtJ J^thtu ytvJtbtk ytJNu lne. sule ltuk^ xuLzhhu juJe.

12. xuuLzhtu ftuEvK fthK ytÃgt rmJtg MJefthJt fu lrnk MJefthJt <ule mkÃËKo m•tt BGþrlrmvj frbNlh©ele hnuNu.

13. xuLzhbtk stu ftuR mwDtht JDtht ntug <tu <u ykd xuLzh Ch<t vnujt AuÕju ÂœJmu rlg< JucmtRx y&Jt fauheyu sYhe <vtm fhelu

s xuLzh btufjJw.

14. mefgtuhexe zevtuÍex/ vVtuboLm duhuLxele hfb Yt. yuf fhtuz mwDele ykœtS< hfblt ftb btxu htufzt, jtufj btRfh auf, rzbtLz

z[tVx, vu ytuzoh fu cukf duhkxelt MJYvbtk <&t Yt. yuf fhtuz&e Wvhle ykœtS< hfblt ftb btxu mefgtuhexe zevtuÍex/ vhVtuboLm

duhkxele hfb btºt rzbtLz z[tVx, vu ytuzoh fu ckufduhkxelt MJYvbtk ytvJtle hnuNu.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

15. ytuljtRl yul-«tufgwh JucmtRx vh&e ChJtlt &<t xuLzhbtk ftuLx[tfxh/ yusLmeyu xuLzhle ntzo ftuvebtk CtJ Cgto Jdhle

mne mefft fhe mcbex fhJtle hnuNu. stu <ubtk CtJ Chuj nNu <tu <uJt xuLzh hœ fhJtbtk ytJNu.

16. mœh xuLzhle ytRxbtult CtJtu ltKt Ft<tlt mhfgwjh lk.38, <t.21/11/2022 <&t mûtb m•ttle b¤uj bkswhe bwsc

GST rmJtg dKºtebtk juJtbt ytJuj <&t «Jo<btl rlgb bwsc GST awfJJt vtºt &Nu su&e <btb cezomu <u bwsc dK<he

fhe xuLzhtu ChJtlt hnuNu.

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mw^thtytu vK jtdw vzNu. sule ltuk^ jR xuLzhtu ChJtlt hnuNu.

18. ybœtJtœ Bgwrlrmvj frbNlh©ele <t.16.02.23 le bkswhe bwsc “ «J<obtl S.yum.xe. J^thtltu awfJJtbtk ytJNu”

zebtLz z[tVx / auf “Bgwrlrmvj frb§h©e, ybœtJtœ” lt ltbltu fZtJJtu.

xuLzhhle mne ylu rm¬tu zu.mexe Rsluh-5(W.Ítul)

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

yufhthlwk Vtubo

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

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

btne<e bu¤Je Au.

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

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

ftuLx[tfxhle mne ylu rmfft

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

AMDAVAD MUNICIPAL CORPORATION

Section II - CONDITIONS OF PARTICULAR APPLICATION

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

high quality work within the given time schedule.

2. 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.

3. All information has to be typed or hand written legibly. All pages of the Bid have to be Initialed

4. 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 Vol. V.

5. The scope of work, project description mentioned in the document is indicative and is likely to

change during detail design. Project brief, along-with the schematic drawings and colored

photographs, is provided to assist the bidder in understanding the fundamental and specific

requirements of the project.

6. Conditional tenders will not be accepted.

7. AMC’s decision for selection or rejection of the offers shall be final and binding to all.

8. Bidder should provide information as mentioned in the prescribed forms.

Information other than that related to this work shall not be considered for evaluation.

9. If AMDAVAD 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.

10. 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

will be rejected.

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

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

or are conditional tenders, will be rejected.

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

without assigning any reason thereof.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

14. DEFECTS: For completion of any work/ part thereof, contractor will be required to request in

writing, to get completion certificate from Additional City Engineer . Date of completion for

start of defect liability period will be considered as the date mentioned in the completion

The contractor shall be required to make good all the damages / defects identified and

conveyed to him, during the entire defect liability period. The method and time limit of

rectification will be decided by the Engineer in charge. If he fails to carry out rectification as

per the instructions, the same will be carried out at his cost and it shall be recovered from the

amount retained.

15. All the material and other test expenses shall be borne by the contractor. Contractor shall have

to provide vehicle and other communication facilities to visit plant and testing laboratory.

16. Contractor shall have to make his own arrangements for water and electricity for the purpose of

construction work at site at his own expense.

17. 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 20 % supervision charges as may be

decided by the Additional City Engineer.

18. Safety and Signage

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

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

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

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

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

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

diversions for proper working at site including traffic signage, safety cones, traffic blinkers,

barricading tapes, red and green flags/lights etc for making easy smooth and safe conditions

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

fails to comply this clause, Rs. 500/- per day shall be recovered from his bill.

19. Tax, Duties on Materials

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

govt.duties etc. on material procurement or any other component for the works from any

source shall be borne by the contractors.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

20. Submission of project schedule:

Contractor has to submit the following documents along with the qualification data of the

tender failing in which shall lead to rejection of the tender.

Contractor shall submit the detailed Project schedule showing break up for the various tasks to

be performed in order of their occurrence during the project in Microsoft Project/Prima Vera

21. For Flakiness and Elongation Index norms adopted by AMC shall be made applicable.

22. For non-bituminous, bituminous and concrete works, the black trap aggregates of required size

shall be procured from quarry situated in Sevaliya / Timba region or equivalent. Prior approval

of source/ material by Additional City Engineer shall be required.

23. 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. .

24. 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.

25. Special Clause: As per construction works welfare cess Act – 1996 non-refundable one percent of

tender amount shall be deducted against works welfare cess.

Seal and Signature of the Bidder Add.C.E.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

AMDAVAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 09 Months after the order to start the works. Progress of work should be in proportion to

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

barricading at night and arrangement of Pagi at night to direct the traffic. He shall be responsible for any damage to public.

If any incident happen, during the execution of work. In case of dispute for unseen or overlooked items the decision of the

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

completion of work and hand over the site with final finishing of the work as directed. All the rejected materials shall be

removed from site within 24 hours by contractor at this risk and cost. Debris shall have to cart daily from site.

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

bigger size and mix the mortar in the required proportion. In on case he shall be allowed to mix the mortar either on

floor or any finished surfaces. The contractor shall have to make his own arrangement for water required for the work.

If any extra item crops up during the progress of work the same shall be carried out by the contractor and he shall be paid

at the rate fixed by Add.C.E. as per the rate analysis based on latest SOR or if item is not available in SOR than based on

current market rates. In case of extra item decision of Add. City Engg. shall remain final regarding rate.

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

contractor shall carry out the same at his quoted rates without charges any extra and the contractor will have to carry out

the works and he will be paid at the rate quoted by him. No claim for extra rate for subsequent changes in site and design is

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

measures boxes according to this measure.

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

compliance of the various provisions under contract Act. 1970 and the Rules framed the to under.

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

that the tenderer shall not be allowed to withdraw on modify the offer on his own during the period. If any tenderer

withdraw or makes any modifications or addition in the terms and conditions of his tender not acceptable to the Municipal

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

earnest money and black list the contractor.

If the work is not carried out within the specified time limit. from the date of order to start the work the penalty of Rs.- (As

per Form - B1) per day of delay shall be recovered from the immediate bills payable to the contractor. Contractor has to

make his own arrangement for procurement of steel and cement.

Contractors should note the following conditions carefully:-

1. Conditional tender shall not be accepted.

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

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

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

available in website. Specification shall be as per ' R& B Dept. - Govt. of Gujarat booklets of Building Works & and Road

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

CONTRACTOR'S SIGNATURE Add.C.E.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

AMDAVAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

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

Prohibition and Regulation Act 1986. Hon'ble Supreme Court has given certain guide lines and as per the

guide lines. If child labour is employed on the site work, the contractor shall have to deposit Rs.

(Rupees Tw enty thousand only) in the child labour welfare fund. If the employer refuses to deposit then

action will be taken for contempt of Supreme Court Judgement and also will be prosecuted by concerned

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

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

recover the said amount from the contractor.

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

Reso. No. 1783 Date 06--02-97, but the Municipal Corporation Board has recently decided that the actual

testing charge is taken and the remaining amount is refundable at the time of final bill (As per Muni. Board

Reso. No. 123 dated 25-02-97)

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

has to follow other govt.rules.

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

entertain regarding QUANTITIES.

* MODIFICATION OF DOCUMENTS

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

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

along with the tender duly signed. These shall form a part of tender. The tenderer shall not add or amend

the text of any of the documents except in so far as may be necessary to comply with any addendum.

* ADDENDAUM/CORRIGENDUM .

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

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

correction before submission tender duly filled in by the contractor. Therefore, the contractor shall have to

watch such addendum or corrigendum or correction published by A.M.C through its website

www.egovamc.com., https://tender.nprocure.com/ Tenderes shall verify the number of addendum issued

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

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

CONTRACTOR'S SIGNATURE Add.C.E.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

TECHNICAL SPECIFICATIONS

SPECIFICATIONS OF MATERIALS

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

objectionable quantities of silt and traces of oil and injurious alkalis, salts, organic matter and

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

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

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

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

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

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

time of setting by 30 minutes or more or decrease of more than 10 per cent in strength of

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

prepared with distilled water shall be sufficient cause for rejection of water under test.

1.3. Water for curing mortar, concrete or masonry should not be too acidic or too alkaline. It shall

be free of elements which significantly affect the hydration reaction or otherwise interfere

with the hardening of concrete during curing or those which produce objectionable stains or

other unsightly deposits on concrete or mortar surfaces.

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

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

3.1 Cement shall be ordinary Portland slag cement as per I.S. 269-1976 or Portland slag cement

as per I.S. 455-1976.

M-4. White Cement :

4.1 The white cement shall conform to I.S. 80412-E

M-5. Coloured Cement:

5.1 Coloured cement shall be with white or gray Portland cement as specified in the item of the

5.2 The pigments used for coloured cement shall be of approved quality and shall not exceed

10% of cement used in the Mix. The mixture of pigment shall be properly grounded to have a

uniform colour and shade. The pigments shall have such properties to provide for durability

under exposure to sunlight and weather.

5.3 The pigment shall have the property such that it is neither by the cement nor detrimental to it.

6.1. Sand shall be natural sand, clean, well graded, hard strong durable and gritty particle free

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

organic matter, loam, mica or another deleterious substance and shall be got approved from

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

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

6.2. Coarse Sand : The fineness modulus of coarse sand shall not be less than 2.5 and shall not

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

The sieve analysis of coarse shall be as under:

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

Designation Passing Sieve Designation Passing Sieve

6.3 Fine Sand:The fineness modulus shall not exceed 1.0. The sieve analysis of fine sand shall

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

Designation Passing Sieve Designation Passing Sieve

M-8. Stone Grit:

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

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

generally be cubical in shape and as far as possible flaky elongated pieces shall be avoided. It

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

particular quarries is mentioned, grit shall be obtained from the best black trap or equivalent

hard stone as approved by the Engineer-in-charge. The grit shall have no deleterious reaction

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

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

Designation through Sieve Designation through Sieve

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

to built up the specified strength of concrete.

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

VII) 1963, as per instructions of the Engineer-in-charge. The necessity of test will be decided

by the Engineer-in-charge. The necessity of test will be decided by the Engineer-in-charge.

Sand: Sand Shall conform to specification M-6.

10.1. Proportion of Mix : 10.2.1. Mortar shall consist of such proportions of slaked lime and sand

as may be specified in the item. The slaked lime and sand be measured by volume.

10.2. Preparation of Mortar :

10.3.1. Lime mortar shall be prepared by wet process as per I.S. 1625-1971. Power driven mill shall

be used for preparation of lime mortar. The slaked lime shall be placed in the mill in an even

layer and ground for the 180 revolutions with a sufficient water. Water shall be added as

required during grinding (care being taken not to add more water) that will bring the mixed

material to a consistency of stiff paste. Thoroughly wetted sand shall then be added evenly

and the mixture ground for another 180 revolutions.

10.3. Storage : 10.4.1 Mortar shall always be kept damp, protected form sum and rain till used up

covering it by tarpaulin or open sheds.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

10.5. Use : 10.5.1 All mortar shall be used as soon as possible after grinding it should be used on

the day on which it is prepared. But in no case mortar made earlier than 36 hours shall be

permitted for use.

CONTRACTOR'S SIGN AND SEAL.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

TECHNICAL SPECIFICATIONS

Name Of Work:- Laying of Systematic drainage line at Modi Compound,Radheshyam ni chali

And Diffrent places And Different Chalis OF Ghatak-3 in Saijpur Ward of North-Zone.

Item No. 1 Excavation for pipe line trenches for water supply, sewerage lne, manhole etc. all

with shoring and struting if required as per required gradient and line including safety

provisions using site rails and stacking excavated stuff including up to all required lead

cleaning the site etc complete for all lifts and strata as specified.

In all sorts of soil and soft murrum

0 to 1.5 meter depth.

1.5 to 3 meter depth.

3.00 mt to 4.50 mt depth

4.50 mt to 6.00 mt depth

The rate shall be for a unit of cubic meter.

Item No.2 Extra rate over item of excavation of earth if excavation is to be done in wet

condition without resorting to pumping but incl. of bailing out of water.

The rate shall be for a unit of cubic meter.

Item No.3 Extra rate over item of excavation of earth for excavation of asphalt pavement /

RCC of thickness up to 0.20 meter including demolishing the asphalt carpet, metal,

soiling/cutting Reinforcement etc.comp. with stacking the material as directed.

up to 0.20 meter thickness (By Manual)

Up to 0.30 meter (By any type of Breaker Machine or R.C.C.Cutter machine including cost of

operator, fuel, & transportation etc complete.

0.30 meter & above (By any type of Breaker Machine or R.C.C.Cutter machine including cost of

operator, fuel, & transportation etc complete.

The rate shall be for a unit of smt meter.

Item No.4 Refilling the pipeline trencheds incl. ramming, watering, consolodating desposal of

surplus stuff as directed within a radius of 3 km.

Refilling as directed .

'--do-- with selected soil brought from outside including all lead

The rate shall be for a unit of cubic meter.

Item No.05 Conveyance charge of earth, lime, murrum, building rubbish, manure, garbage,

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

Rate also includes spreading & levelling etc complete. Internal conveyance above 50 mt

done within the work site is not payable.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

Conveyance charge of earth lime murrum, building rubbish, manu garbage, sludge,

excavated rock fly ash aggregates of any kind etc. comp, lead up to 10 km.

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

within 10km. distance or as directed and ordered by the Engineer, so as not to cause any

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

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

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

the surplus materials and clear the site, the said work shall be carried out by the Municipal

Corporation at the risk and cost of the contractor and no claim or dispute shall be entertained

in this respect.

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

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

have to cart the surplus earth after the trenches we will watered and refilled with the sand.

The rate of carting including carting of brickbats, metal, rubble vegetable and garbage, if

necessary to clear the road surface.

Mode of payment shall be in Cmt. basis.

Item No. 6 Providing and supplying ISI marked only standard length Stonewate pipes in

standard lengths of following class and diameter including all taxes, insurance,

transportiton, fright charges, octroi, inspection charges, loading, unloading, conveyance

to departmental stores, stacking etc. complete (IS - 651 - 1989)

The rate shall be per meter basis.

Lowering, laying and jointing stone ware pipes of following diameters with cement

joints in C.M.1:1 proportion in proper position , grade and alignment at all level as

directed by Engineer-in- charge including conveyance from stone to site of work,

Jointing material etc.comp.

The rate shall be per meter basis.

Providing And Jointing Stoneware Pipes Incl. Excavation Up to 2 Mt. Refilling,

Transporting Pipes To Work Site, Unloading, Lowering In Trench, jointing material

Such As Cement, sand, Hemp Bitumen As Directed, Incl. Watering The Trenches Spreading

And Carting away Of Surplus material as directed by engineer in charge.

The pipe shall be of best quality stoneware pipes. The pipes shall be of approved quality

make and shall be brought on site after approval. (The pipes shall be laid in grade as per

instruction.)Contractor shall have to procure bills for standard pipes.

The joints shall be done in cement proportion 1:1 (1 part cement: 1 part sand) using spun

yarn dipped in hot asphalt and caulking tools. The hydraulic pressure test shall be given to

the contractor for testing pipes and jointing. No trenches shall be filled without the approval

of the engineer in charge.

The rate of the pipe work are including of excavation and refilling. The excavation etc. shall

be done as follows:

Excavation: The sewer trench shall be excavated to the alignment and gradient shown on the

plan and section. In all sorts of soil including old masonary, asphalt roads and wet

excavation. The sewer excavation shall be commenced at the down stream end of the sewer

and be continued up to the gradient as directed. The trench shall not open more than 60 mts.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

in advance of the completed sewer only when directed by the engineer in charge looking to

the progress of the work in obtaining the formation of the bottom of the trenches the usual

methods of using sign rails and boning roads shall be adopted during the whole of the

process. The centre line of uniform height shall be carried clearly on each rail. The depth of

the excavation and invert of the sewer shall be checked by means of boning road of approved

length and also by straight edge. The bed of the trench shall be well rammed before starting

laying of sewer lines and cement concrete and masonary work.

Where trenches are deep in bad grounds the sides shall be supported by suitable timbering of

shorting work looking to the nature of the soil near big or important structure, the sides of the

trenches shall be closely and securely timbered, if any settlement of the buildings in

anticipated the timbering shall be left in the ground. The various materials excavated shall be

separately stacked so that in refilling that may be relayed on the same order as before and

least possible damage shall be done carpet on the public roads and private properties. Surface

covering consisting of asphalt carpet shall be kept on side and preserved for reinstatement.

The excavated earth shall not be heaped near the trenches so as to caused unnecessary

obstruction along the trenches during inspection trenches etc. shall be tunneled under only as

necessary. The side of the trenches shall be nearly vertical and plumb and red light shall be

placed at each end at intervals and instructions and further protected by rope fence.

Necessary caution boards shall also be created and as directed by the engineer in charge.

Wherever possible material excavated from the trenches of whatever kind shall not be placed

nearer than three meters from the outer edge of the excavated trenches. The utmost shall have

to be taken in refilling the trenches so that no damage may be done no sewer, no lump shall

be allowed to be put around the sewer. The ramming of the filling shall be done and well

The surplus earth shall be removed directed within 30 meters lead. The measurements of the

work shall be exact length and width of the trenches as specified or as per City Engineer

instruction and depth shall be measured vertical as per section up to invert or the pipeline.

The City Engineer reserves the right of extra excavation on either side if considers necessary

for the safety of the work.

The bottom and sides of the trench shall be dressed in level and plumb in all directed before

any concrete is in dia. In case the excavation is done deeper than required no filling shall be

allowed to bring the formation to proper level but contractor shall have to lay cement or lime

concrete of filing or other acceptable materials as directed by the City Engineer at contractor

own cost so as to come to proper formation. In case bad formations are met with the work

shall have to be done as per instruction of City Engineer. Necessary arrangements for

watering trenches must be provided by contractor and without proper watering trenches will

not be allowed to be filed to further Contractor shall have to make arrangement for access to

invert of the sewer and for inspection of the work as ordered by the engineer. If it is required

to shift or after the alignment section of diameter of the pipe the contractor shall carry out the

altered work at the rates quoted by him for the original work for items and contractor shall

not claim any expenses due to the changes made.

In no case work shall be done at night or no Sundays & other holidays and during the recess

time except in and other holiday the case of bad grounds such as running sand where the

work must be executed vigorous day night without interruption when so ordered by the

engineer. All existing water pipe storm drains sewer line railway track, electric cables etc.

which do not in the opinion of engineer required to be changed in location shall be supported

and protected from injury by the contractor. The contractor shall be liable to pay all damages

to water-pipe, drains electric and telephone cable and to private property during the execution

of this contract and the same will be recovered from the running bills or the deposit of work

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

change location of any existing sewers drains etc. not otherwise from in these specification

the contractor shall do the work of making such change and the work shall be paid for as

extra work. All places utility etc. shall be kept accessible for use.

No extra payment shall be made for land sides and side stops done without prior approval of

the engineer in charge.

The excavation of trenches shall be done foot wider on each side of the pipe than the inside

diameter of the sewer in case of depth excavation exceeding 3 meters above invert, one feet

wider excavated on either side for the upper depth above 3 meters shall be allowed and paid

for. Wherever natural soil demands winder excavation the mentioned above the same shall be

given after approval of City Engineer. The rate for excavation for easy jointing and caulking

nothing extra shall be paid for this. Refilling of trenches shall be done only after the grade of

line and hydraulic test practicable of the lines are checked and approved of and order given

by the Engineer in charge. The refilling shall be accompanied by through watering for layers

of 0.50 mtrs. Further refilling shall be done thereafter and process should be repeated till

trenches are completely refilled. Temping and ramming with rammers shall have to be done

at all place of important work where ordered by Engineer in charge. After order to refill the

trench is give the trenches shall have to be refilled within 4 days with complete watering. If

the contractor fails to do watering satisfactory corporation shall get it done at the risk and

cost of the contractor with or without giving any notice and the expenses incurred in doing so

recovered from the contractor either in cost or from his payment through bills.

The rate shall be per meter basis.

Item No.7 Providing and supplying ISI Standard R.C.C. pipes (of sulphate resisting Cement

)in standard lengths of following class and diameter suitable for rubber ring joints (

socket and spigot) including all taxes, insurance, transportation, treight charges , octroi,

inspection charges, loading, unloading, conveyance to departmental stores, stacking etc.

complete (Note one coller should be supplied with each full length plain ended RCC

pipe cost included in rates below one rubber ring should be supplied with each full

length socketed pipe cost included in rates below)RCC pipe Horizontal cast)

Class NP3 Test pressure 0.7 Kg/Sq.Cm

The rate shall be for a unit of Rmt meter

Lowering, laying and jointing R.C.C. pipes in C.M.1:1 1/2 of following diameters in

proper position , grade and alignment at all level as directed by Engineer-in- charge

including conveyance from stone to site of work, labour giving hydraulic testing as per

The rate shall be for a unit of Rmt meter

Manufacturing,Testing,Supplying,Loading,Transporting To Work Site, Unloading,

Lowering In Trenches, Laying And Jointing R.C.C.,Np-3 Class Pipes With socket and

spigot joints as per IS 458-2003 Including EPDM Rubber ring as per IS 5382-1985 etc.comp.

As Directed by engineering in charge..

300 mm internal diameter , 450 mm dia, 500 mm dia, 600 mm dia,

The rate shall be for a unit of Rmt meter.

Item No.8 Constructing Chamber of following size including excavation, refilling,

BBCC (1:5:10) for foundation, C.C.Channel (1:2:4), finished 15 mm thick cement

plaster inside in CM 1:3, finishing with cement slurry, Brick masonary in CM 1:5

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

& excluding the cost of chamber seat cover etc..completed. (Slab Type Chamber of size

0.60 X 0.45 mt. size, 0.60 X 0.75 mt. size, 0.75 X 0.75 mt. size)

This shall be done as per specification mentioned in Items No.

The brickbats shall be of new bricks, hared well burnt and broken to 40 mm nominal size.

These shall be free from earth and shall be got app. use. Sand shall be clear coarse, sharp and

free from earth and other impurities. Mixing shall be done on brick or stone platform or of

brickbats to mortar shall be measured in heaps by brick height irregular measure. If ordered

by Add. C.E. Concrete shall be laid in layers of 15 cms. and well consolidated maintained by

the contractor for before commencing the brick work. over boxes, concrete shall be well

watered for 15 days. The mix shall be done in prop. of 1 : 5 :

Cement shall confirm to M-3, sand shall confirm to M-6, coarse agg. shall confirm to M-13,

water shall confirm M-1.

The prop. of the cement of sand coarse agg. shall be 1 : 5 : 10 i.e. 1 part of cement, 5 part of

sand and 10 parts of coarse agg. by colmn. and the work shall be carried out as per inst. of

Engineer in charge and as per C.3.

Brick work cement mortar:

Bricks shall be table brick confirming of approved kiln specifications as laid sown n PWD

Hand book NO. 2. These shall be well burnt and free from all defects and shall be got

approved by the Engineer in charge before the work is started.

Cement to be used for mortar shall comply with ISS & PWE Hand book specifications,

cement mortar in the brick work shall be 1 part of cement of parts of sand. Every brick well

sacked in water is required to be laid I full & closed joints of cement mortar the thickness of

which shall not exceed 1.25 cms. If on removal of centering any open joint shall be found,

these shall be pointed immediately. Special care shall taken to make the face of brick work

smooth brick work shall be toothed or shall racked back in coarse.

All intrados of curves shall be worked from temple strictly made to dimensions as per 1974-

75 latest plan and section approved by Add. C.E.

Brick work in general shall be of first class workmanship & shall be executed according to

the plan working proper dimension & as directed by the Office in charge from time to time.

Brick should be thoroughly wetted in water before use.

All brick work to be cleaned & wetted before laying cement mortar shall be prepared in

special iron pals. And mixed bag of 1.25 cft. or 1 cft. as measured as the case may be. All

materials shall be stacked in one side so as not to obstruct traffic in any way. The masonry

should be constructed in proper workmanship like manner with jointing plumb etc. to

confirm with the general specification No. 45 PWD Hand Book. The face work should be

nearly finished. The shall be kept watered for a week at least after the date of completion.

The work in general is to be done as per PWD Hand book specification No. 34 centering

shall not be struck off & removed without permission of C.E. The extrados of the arch shall

be neatly rendered with 1.25 cms. thick mortar of the same quality as in a masonry. If the

depth of R. L. is not sufficient for arch work RCC slab of 1 : 2 : 4 proportion will have to be

provided. The slab shall be as per IRC standard a ring of bars around the openings. The slab

shall have to be provided for the manholes of the depths less than 3 mts. & whenever

required. The Height of the arch from the invert shall be as per instructions of Add. C.E.

All centering shall be prepared & places as directed & shall be struck off & draws with case

as to cause cracks & damages the work. Contractor shall have to remove & improve all

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

disapproved masonry work either settled of damaged the top bottom & sides of the slab shall

be neatly finished with cement mortar of 1 : 4 proportion.

Cement concrete for the bottom portion of manhole shall consist of one part of cement two

parts of sand four parts of black trap metal of other approved material of 0.6 to 2.5 cms size

from well graded as per instruction. The rate includes all necessary materials mixing lifting

placing ramming watering etc. the exposed faces to be neatly finished smooth with cement as

per instructions. The concrete work to kept constantly watered for at least fortnight.

Cement Plaster:

Cement plaster 15 mm thick in side and out side shall be done suing cement mortar of 1 part

of cement & 3 parts of sand in uniform thickness with surfaces truly in plums. The work in

general shall comply with general specifications for plaster No. 64 in PWD hand book. The

plaster surfaces to be kept damp at least for a fortnight. All internal sides of the manholes

including soffit of the arch shall be provided with cement plaster.

Footsteps shall be of FRC the best as specified steps shall be fixed at interval of 37 cm.

vertically & 22 cm. horizontally starting from the invert of the line.

Mode of m/s and payment is on No. basis.

Item No:- 9 ,Constructing Slab Type M.H. Chamber Of The Following Size Including

Excavation, Refilling, Brick Bats Cement Concrete (1:5:10) of thickness 15 C.M., CC

Channel (1:2:4) of thickness 10 C.M., finished 15 mm thick cement plaster inside &

outside (Only for shaft) In Cm 1:3, Finishing With Cement Slurry, P/F 4 Mm Dia

M.S.Steel Hdpe Coated Steps 35 Cm C/C At 35 Cm Staggered Masonary In Cm1:5,

Rcc Slab In Cc1:1.5:3 of thickness 15 C.M.,Including Cantering & Reinforcement

(Single jalli at 15 C.M. c/c bothway 10 mm dia.)But Excluding The Cost Of Manhole

Seat Cover Etc..Completed Of Size 0.75 X 1.00 Meter (Inside Clear, M.H. length

should be parallel to the flow).

Excavation for foundation trenches and pits etc. in all type of hard and soft soil such as

murrum sand, clay, kankar etc. and stacking the same within a lead of 30 mt incl. spreading,

backfilling of trenches and pits with selected excav. material from stack watering

consolidation in layer and disposing the surplus material within a lead of 30 Mt & with lifts

as mentioned below incl. guarding, lighting, fencing the trenches and pits etc. complete

The brickbats shall be of new bricks, hared well burnt and broken to 40 mm nominal size.

These shall be free from earth and shall be got app. use. Sand shall be clear coarse, sharp and

free from earth and other impurities. Mixing shall be done on brick or stone platform or of

brickbats to mortar shall be measured in heaps by brick height irregular measure. If ordered

Concrete shall be laid in layers of 15 cms. and well consolidated maintained by the contractor

for before commencing the brick work. over boxes, concrete shall be well watered for

days. The mix shall be done in prop. of 1 : 5 :

Cement shall confirm to M-3, sand shall confirm to M-6, coarse agg. shall confirm to M-13,

water shall confirm M-1.

The prop. of the cement of sand coarse agg. shall be 1 : 5 : 10 i.e. 1 part of cement, 5 part of

sand and 10 parts of coarse agg. by column. and the work shall be carried out as per inst. of

Engineer in charge and as per C.3.

Brick work cement mortar :

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

Bricks shall be table brick confirming of approved kiln specifications as laid sown n PWD

Hand book NO. 2. These shall be well burnt and free from all defects and shall be got

approved by the Engineer in charge before the work is started.

Cement to be used for mortar shall comply with ISS & PWE Hand book specifications,

cement mortar in the brick work shall be 1 part of cement of parts of sand. Every brick well

sacked in water is required to be laid I full & closed joints of cement mortar the thickness of

which shall not exceed 1.25 cms. If on removal of centering any open joint shall be found,

these shall be pointed immediately. Special care shall taken to make the face of brick work

smooth brick work shall be toothed or shall racked back in coarse.

All in trades of curves shall be worked from temple strictly made to dimensions as per 1974-

75 latest plan and section approved by C.E.

Brick work in general shall be of first class workmanship & shall be executed according to

the plan working proper dimension & as directed by the Office in charge from time to time.

Brick should be thoroughly wetted in water before use. All brick work to be cleaned &

wetted before laying cement mortar shall be prepared in special iron pals. And mixed bag of

1.25 cft. or 1 cft. as measured as the case may be. All materials shall be stacked in one side

so as not to obstruct traffic in any way. The masonry should be constructed in proper

workmanship like manner with jointing plumb etc. to confirm with the general specification

No. 45 PWD Hand Book. The face work should be nearly finished. The shall be kept watered

for a week at least after the date of completion.

Cement concrete work for R.C.C. slab

The R.C.C. work of slab M200 shoud be cast as per design and reinforcement work as per

inst. Of engg. Incharge and as per standard design..TMt. bars confirm to IS code shoud be

The work in general is to be done as per PWD Hand book specification No. 34 centering

shall not be struck off & removed without permission of C.E. RCC slab of M200 proportion

will have to be provided. The slab shall be as per IRC standard a ring of bars around the

All centering shall be prepared & places as directed & shall be struck off & draws with case

as to cause cracks & damages the work. Contractor shall have to remove & improve all

disapproved masonry work either settled of damaged the top bottom & sides of the slab shall

be neatly finished with cement mortar of 1 : 4 proportion.

Cement concrete for the bottom portion of manhole shall consist of one part of cement two

parts of sand four parts of black trap metal of other approved material of 0.6 to 2.5 cms size

from well graded as per instruction. The rate includes all necessary materials mixing lifting

placing ramming watering etc. the exposed faces to be neatly finished smooth with cement as

per instructions. The concrete work to kept constantly watered for at least fortnight.

Cement Plaster :

Cement plaster 20 mm thick shall be done suing cement mortar of 1 part of cement & 3 parts

of sand in uniform thickness with surfaces truly in plums. The work in general shall comply

with general specifications for plaster No. 64 in PWD hand book. The plaster surfaces to be

kept damp at least for a fortnight. All internal sides of the manholes including soffit of the

arch shall be provided with cement plaster.

C. I. Articles :

These shall be made accurately to form & dimensions shown in the drawing casting shall be

sharp clean from cracks flows air bubbles casting shall be coated with Dr. Angles Smith

solution be accepted red not or with anticorrosive paint. No or more than 1% lower than the

weight to the dimensions in the drawing. Contractor shall have to submit two manholes of

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

C.T. materials to the C.E. for reference and these samples shall be returned at the completion

of the work. all rejected materials shall have to be removed form the site of within 24 hours.

C.I. manhole cover with seat shall have 55 cms. inside diameter & shall weight not less than

185 kgs. C.I. manhole to be set in cement mortar with cement concrete of 1 : 2 : 4 prop.

around. C. I. cover shall be marked with year mar AMC. etc. & arrow showing the direction

of flow.foot steps shall be of the best gray cast iron as specified above true to dimensions.

The rate includes mixing the same in position as directed the wt. of the approved CI foot

steps shall be 8 Ibis. RCC steps of approved design and quality shall have to be fixed if so

ordered by C.E. without extra charges. C.I. steps shall be fixed at interval of 37 cm. vertically

& 22 cm. horizontally starting from the invert of the line.

The M/s shall be on No. basis.

Item No:- 10 Rate reduction over item of Constructing Slab Type M.H. Chamber of size

x 0.75 mt for constructing slab @ depth more than 0.60 mt below Ground Level (Max.

unit of DM should be reduced in this item)

The M/s shall be on DM. basis.

Item No:- 11 , Constructing Slab type M.H. Chamber of the following size including

excavation, refilling, brick bats cement concrete (1:5:10) of thickness 15 C.M., CC

Channel (1:2:4) of thickness 10 C.M., finished 15 mm thick cement plaster inside

& outside (Only for shaft) in CM 1:3, finishing with cement slurry, P/F 4 mm dia

M.S.Steel HDPE coated steps 35 cm c/c at 35 cm staggered in masonary CM 1:5, RCC

Slab in CC 1:1.5:3 of thickness 23 C.M., including Cantering & reinforcement (double

jalli at 15 C.M. c/c bothway 12 mm dia.) but excluding the cost of Manhole seat cover

etc..completed. of Size 1.00 X 1.40 meter (Inside Clear, M.H. length should be

parallel to the flow, for pipe dia <=800 mm)

1.0 to 2.00 meter depth, (Slab at Ground level)

2.00 to 3.00 meter depth, (Slab at below 0.6 mt. From G.L.)

3.00 to 4.00 meter depth, (Slab at below 1.00 mt. From G.L.)

5.00 to 6.00 meter depth, (Slab at below 1.00 mt. From G.L.)

7.00 to 8.00 meter depth, (Slab at below 1.00 mt. From G.L.)

The M/s shall be on No. basis.

Item No:-12 Extra rate over item of Constructing Slab Type M.H. Chamber of following

size for constructing M.H. Chamber, per 1.00 Decimetre of additional depth or part

thereof. etc. complete. Of size 1.00 x 1.40 mt. (inside clear) and Depth from

Description as per above

Item No:-13 Rate reduction over item of Constructing Slab Type M.H. Chamber of size

x 1.40 mt for constructing slab @ depth more than 0.60 mt for ( MH 2 to 3 mt depth)

and 1.0 mt for (MH above 3.0 mt depth) below Ground Level (Max.5 unit of DM

should be reduced in this item)

Item No:- 14 Dismantling of existing Arch type manhole up to Arch and then Const. Slab type

manhole of following size incl. excavation, refilling and & finished 15 mm thick

cement plaster inside in CM 1:3, P/F 4 mm dia M.S.Steel HDPE coated steps 35 cm c/c

at 35 cm staggered in masonry CM 1:5, incl. cost of RCC Slab in CC 1:1.5:3,

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

including Cantering & reinforcement as directed by engineer in charge. Rate

includes carting of debris and excavated soil

Excavation for foundation trenches and pits etc. in all type of hard and soft soil such as

murrum sand, clay, kankar etc. and stacking the same within a lead of 30 mt incl. spreading,

backfilling of trenches and pits with selected excav. material from stack watering

consolidation in layer and disposing the surplus material within a lead of 30 Mt & with lifts

as mentioned below incl. guarding, lighting, fencing the trenches and pits etc. complete

The brickbats shall be of new bricks, hared well burnt and broken to 40 mm nominal size.

These shall be free from earth and shall be got app. use. Sand shall be clear coarse, sharp and

free from earth and other impurities. Mixing shall be done on brick or stone platform or of

brickbats to mortar shall be measured in heaps by brick height irregular measure. If ordered

Concrete shall be laid in layers of 15 cms. and well consolidated maintained by the contractor

for before commencing the brick work. over boxes, concrete shall be well watered for

days. The mix shall be done in prop. of 1 : 5 :

Cement shall confirm to M-3, sand shall confirm to M-6, coarse agg. shall confirm to M-13,

water shall confirm M-1.

The prop. of the cement of sand coarse agg. shall be 1 : 5 : 10 i.e. 1 part of cement, 5 part of

sand and 10 parts of coarse agg. by column. and the work shall be carried out as per inst. of

Engineer in charge and as per C.3.

Brick work cement mortar :

Bricks shall be table brick confirming of approved kiln specifications as laid sown n PWD

Hand book NO. 2. These shall be well burnt and free from all defects and shall be got

approved by the Engineer in charge before the work is started.

Cement to be used for mortar shall comply with ISS & PWE Hand book specifications,

cement mortar in the brick work shall be 1 part of cement of parts of sand. Every brick well

sacked in water is required to be laid I full & closed joints of cement mortar the thickness of

which shall not exceed 1.25 cms. If on removal of centering any open joint shall be found,

these shall be pointed immediately. Special care shall taken to make the face of brick work

smooth brick work shall be toothed or shall racked back in coarse.

All in trades of curves shall be worked from temple strictly made to dimensions as per 1974-

75 latest plan and section approved by C.E.

Brick work in general shall be of first class workmanship & shall be executed according to

the plan working proper dimension & as directed by the Office in charge from time to time.

Brick should be thoroughly wetted in water before use. All brick work to be cleaned &

wetted before laying cement mortar shall be prepared in special iron pals. And mixed bag of

1.25 cft. or 1 cft. as measured as the case may be. All materials shall be stacked in one side

so as not to obstruct traffic in any way. The masonry should be constructed in proper

workmanship like manner with jointing plumb etc. to confirm with the general specification

No. 45 PWD Hand Book. The face work should be nearly finished. The shall be kept watered

for a week at least after the date of completion.

Cement concrete work for R.C.C. slab

The R.C.C. work of slab M200 shoud be cast as per design and reinforcement work as per

inst. Of engg. Incharge and as per standard design..TMt. bars confirm to IS code shoud be

The work in general is to be done as per PWD Hand book specification No. 34 centering

shall not be struck off & removed without permission of C.E. RCC slab of M200 proportion

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

will have to be provided. The slab shall be as per IRC standard a ring of bars around the

All centering shall be prepared & places as directed & shall be struck off & draws with case

as to cause cracks & damages the work. Contractor shall have to remove & improve all

disapproved masonry work either settled of damaged the top bottom & sides of the slab shall

be neatly finished with cement mortar of 1 : 4 proportion.

Cement Plaster :

Cement plaster 20 mm thick shall be done suing cement mortar of 1 part of cement & 3 parts

of sand in uniform thickness with surfaces truly in plums. The work in general shall comply

with general specifications for plaster No. 64 in PWD hand book. The plaster surfaces to be

kept damp at least for a fortnight. All internal sides of the manholes including soffit of the

arch shall be provided with cement plaster.

C. I. Articles :

These shall be made accurately to form & dimensions shown in the drawing casting shall be

sharp clean from cracks flows air bubbles casting shall be coated with Dr. Angles Smith

solution be accepted red not or with anticorrosive paint. No or more than 1% lower than the

weight to the dimensions in the drawing. Contractor shall have to submit two manholes of

C.T. materials to the C.E. for reference and these samples shall be returned at the completion

of the work. all rejected materials shall have to be removed form the site of within 24 hours.

C.I. manhole cover with seat shall have 55 cms. inside diameter & shall weight not less than

185 kgs. C.I. manhole to be set in cement mortar with cement concrete of 1 : 2 : 4 prop.

around. C. I. cover shall be marked with year mar AMC. etc. & arrow showing the direction

of flow.foot steps shall be of the best gray cast iron as specified above true to dimensions.

The rate includes mixing the same in position as directed the wt. of the approved CI foot

steps shall be 8 Ibis. RCC steps of approved design and quality shall have to be fixed if so

ordered by C.E. without extra charges. C.I. steps shall be fixed at interval of 37 cm. vertically

& 22 cm. horizontally starting from the invert of the line.

The M/s shall be on No. basis.

Item no.15 :- Making connection to the ex.M.H.in running sewer incl. Dewatering and

other required machinery etc. of following dia pipes at any convenient time. All

damaged work shall be well repaired as per instructions. etc..complete.

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

machinery etc.for dia pipes at any convenient time. All damaged work shall be well repaired

as per instructions. etc.complete.

Mode of payment shall be in No. basis

Item No.16 :- Cutting the pipes of following dia coming in the new M.H.in running sewer

including cutting bars, including removing debris /silt from the M.H. and carting at a

suitable distance etc..complete as directed. No payment for M.H. work will be made

until pipe is not cut completely in all respect.

Cutting the pipe of dia 150 to 600 mm including cutting the bars,in new pipe at any depth

and finishing smooth to avoid injury for laboures to clean MH.Removing any type debris

from the MH and carting away at a suitable dist.The cutting edge shall be finished smooth

with CM 1:3 and CC 1:2:4.

The M/s shall be on No. Basis.

Item No.17 :- Repairing damaged M.H. and rasing M.H. up to road level incl. removing

damaged brick work and repairing by brick masonry in C.M. 1:5 and plaster in C.M.

1:3 and fixing C.I. steps and existing MH sheet cover, removing the debris from MH

and carting the same as directed.

The M/s shall be on No. Basis.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

Item No.18 :- Repairing damaged I.C./Raising removing damaged brick work and repairing

by brick masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I. steps and

existing chamber sheet cover, removing the debris from chamber and carting the

same as directed.

Repairing damaged IC including removing damaged brick work and repairing masonry in

C.M. 1:6 and plaster in cm 1:3 and fixing IC cover in C.C. 1:2:,rate also includes removing

debris from IC and carting the same as directed.

The M/s shall be on No. Basis.

Item No.19 :- Providing F.R.C. MH seat cover RCC Precast M.H.Frame & Cover

Manufacture , supply & Delivery at store or at side of work Precast RCC M200 Frame

& Cover Suitable to drainage M.H. and as per type design & Drawing including cost of

reinforcement M.S. Angles or Flat , cutting mold work etc.

F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers & Frames Cover : 728mm ø & 100 mm

thick circular cover, 35.00 MT load design, 100x2mm MS flat allround, 16mm ø plain round bar

for lifting the cover & should be fitted with plastic cups. Frame : 560 mm ø clear opening, outer

size- 888x888x175 mm. On the upper periphery of frame 25 x 3 mm wide MS flat should be well

embed in concrete to protect the edges of frame. FRC E.H.D.-35 manhole cover & frame

described as above

F.R.C. Heavy Duty [HD-20] Machinehole Covers - 560 mm ø clear opening, The dimension of

frame and cover as per mentioned in Amend No.1 to IS 12592 : 2002 table

F.R.C. Medium Duty [MD-10] Machinehole Covers - 560mm ø clear opening, The dimension of

frame and cover as per mentioned in Amend No.1 to IS 12592 : 2002 table 1..

F.R.C. Medium Duty [MD-10] Chamber Covers & Frame- 600 x 450 mm clear opening, The

dimension of frame and cover as per mentioned in Amend No.1 to IS 12592 : 2002 table

F.R.C. Light Duty [LD-2.5] Machinehole Covers & Frames-560mm ø clear opening, The dimension

of frame and cover as per mentioned in Amend No.1 to IS 12592 : 2002 table

Mode of payment shall be in No. basis.

Item No.20:-Carting and Fixing M.H.,Chamber or Catch pit Seat and Cover in line and level

to match existing road level in C.C.1:2:4 and finishing smooth,watering and protecting

for 7 days etc.complete as directed.M.H. seat cover will be supplied by A.M.C.(from any

Fixing M.H. seat cover supplied by corporation including carting from store of A.M.C.

to the place of work site & fixing in C. C. 1 : 2 : 4 finishing etc.complete as directed by

Engineer in charge.

The M/s shall be on No. basis.

Item No.21 :-Providing Kachha of Pakka Dummy in the following dia pipes and removing

the same after completion of the connection work as directed.

Providing kachcha or pakka dummy in the following dia. pipes in such a way that there is no

seepage of water through it and removing the same after the completing of the work as

directed by Engg. in charge of work.

Mode of payment shall be in No. basis.

Item No.22 :- Providing Dead Cantering using good quality Country Wood Planks, wall

Plate of required thickness and size including placing the nece. supports of reqd. size,

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

nailing, fixing with mortar, levelling. All specification for dead centering as per

standard engg. practice etc. comp. as directed.

Mode of payment shall be in Smt basis.

Item No.23 Supplying, labour for break down repairing work for activities like excavation,

disliting, removing debris from trench back filling etc. comp. as directed by Eng.in

a) Mazdoor at day /Night

b) Makadam/ supervision at day / Night

Mode of payment shall be in No basis.

Item No.24:- Barricading the entire break down or excavated area on rental basis using

wooden ballies / M.S.angles at max. 2.00 meter centre to centre, C.G.I. Sheet, reflective

paint / Board out side to avoid accident & for smooth traffic diversion & movement

including cautionary board etc. Item also includes for making temporary sufficient nos

of lighting arrangement through out the work with necessary required arrangement.

..The same shall be removed after completion of work. (Only for break down work

from start to complete)

Mode of payment shall be in Rmt basis

Item No.25:- Fabricating, supply and erecting in position Standard Structural steel sections

conforming to IS 2062 for railing , skywalk, stair, or other works using ISMB, ISA,

ISMC, MS plate, flat, square bars, pipe, square pipe, rectangular sections, square

section, tube, etc. including welding, cutting, wastage, etc. complete. The rate is

inclusive of welding rod, supply & fixing of correct size nut, bolts, washers, including

one primer coat of red lead paint conforming IS:102 Zinc chromate paint conforming

to IS:104 followed by two coat of aluminium paint as per IS:2339 OR enamel paint of

color as selected by engineer incharge, with all contractor's materials, labour, tools &

plants, in bolted/welded construction as directed by Engineer-in Charge. The waste cut

pieces shall not be included in the paying quantity. The work shall be done as per

drawing and specification. The work shall be carried out as per IS:800, IS:816.

Mode of payment shall be in Kg basis

Item No.26:- Supplying cutting, bending, binding and placing in position steel as per plan and

design and as per IS 2502 including cost of steel and binding wire for reservoirs/

structuresonly including lift up to 6 meter height or depth below GL for all diameters

TMT bars Fe-415 grade for alldiameters

Mode of payment shall be in Mt. basis

Item No.27:-Brick work using common burnt clay building bricks having crushing strength

not less than 35 kg./Sq.Cm.in foundation and plinth in Cement Mortar 1:5. (1-Cement :

5 -fine sand)(B) Conventional (upto 10 ton)

Mode of payment shall be in Cmt basis

Item No.28:- 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

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

and smooth in (i) Cement mortar 1:3 (1- cement:3-sand) finishing with a floating coat of

neat cement slurry.

Mode of payment shall be in Smt basis

Item No.29:- Reinstatement of Asphalt road using the same material.

Mode of payment shall be in Smt. basis.

Item No.30:- Providing and casting in situ CC in grade M-20 (proportions as per mix design

or as per table 9 of IS 456 2000 in masses by weigh batching) using granite, quartzite

trap metal of size 6 mm to 20 mm for RCC work, including scaffolding centering, form

work, needle vibrated consolidation, curing comp. up to 6 meter depth or height

(excluding cost of reinforcement and neat finishing) with centrering and shuttering/

deshuttering etc. comp. for structure for other than water retaining

Mode of payment shall be in Cmt. basis.

Item No.31 Labour charger for lowering existing Ventilating column safely with the help of

required capacity of hydra crane or any type of required capacity of crane. Item also

includes welding machine , gas cutter , electric cutter , breaker etc necessary

machineries required for this work with out damage and item also includes carting the

same to the AMC store. etc. comp as directed.

Mode of payment shall be in Nos. basis.

Item No:32 Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 depth up

to 1 mt including excavation, B.B.C.C. (1:5:10), 23 cms thick brick maso. wall in the

prop. of CM (1:6) with 40 mm thick IPS flooring in the prop M15 at bottom and

mm thick cement plaster inside the catch pit in the proportion of CM (1:3) with out

jali etc. comp. as directed.

600mm x 600mm x 1000mm Depth

For detailed specification refer clause No. 24.44.1 of R & B Department booklet for General Technical Specification for building

• Extra Depth of Catch pit size 600mm x 600mm for every additional depth of 100 mm or Part thereof beyond

1000mm depth upto 1500 mm depth

For detailed specification refer clause No.24.46 of R & B Department booklet for General Technical Specification for building

Mode of measurement and payment

The contractor shall be responsible for any loss or damage to the catch pit up to the end of work. He shall also be responsible fo

the cleaning all bituminous material from the catch pit.

The rate shall be for a unit of one No.

Item No:33 CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with frame

600mm x 600mm clear opening etc. comp.. As directed by engineer in charge.

For detailed specification refer clause No. 24.35 of R & B Department booklet forGeneral Technical Specification for building

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

The contractor shall be responsible for any loss or damage to the catch pit up to the end of work. He shall also be responsible fo

the cleaning all bituminous material from the catch pit.

Item No.34:- Providing, laying and jointing in true line and level UPVC pipe (SCH-40) of

following dia. Including fittings of standard make as approved by Engineer-in-charge

Mode of payment shall be in Rmt basis

Item No.35:- Providing, supplying & fixing to wall ceiling and floor 6.0 kg. F/Cm2 working

pressure polythelene pipes of the following outside dia. Low density. Complete with

special flange empression type fittings. Wall clips etc. incl. making good the wall ceilling

Mode of payment shall be in Rmt basis

Item No.36:-Providing and operation dewatering Pump including fuel charges & operator

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

payment should be allowed for non working condition of machinery )

Mode of payment shall be in Shift basis

Item No.37:- Hiring and operating Mud Pumps incl. Cost of fuel and operator including the

cost of to and fro transportation, laying of the delivery hoses as required, lowering and

lifting the pumps as and when required etc. complete. Set Do As Directed. (No payment

should be allowed for non working condition of machinery)

Mode of payment shall be in H.P/Hr basis

Item No.38:-Hiring and operating the 20 KV 3 Phase Electric Generator for operating

desilting machinery, and lighting and other requirements with Arranging diesel to run

the D.G. Set Do As Directed. 8 Hrs Shift. (No payment should be allowed for non

working condition of machinery )

Mode of payment shall be in Shift basis

Item No.39:- Providing & Supplying JCB Machine on rental basis in case of emergency

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

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

and stacking of useful & non-useful materials separately up to store. (No payment

should be allowed for non working condition of machinery and for pipe line excavation

and laying work)

Mode of payment shall be in Hour basis

Item No.40:- Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt Demolishing

Work on site by using Operator, fuel, power Supply etc. Complete as Directed. (No

payment should be allowed for non working condition of machinery and for pipe line

excavation and M.H. work. Allowed only for break down work)

Mode of payment shall be in Hour basis

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

Item No.41:- Providing & Supplying Hitachi Machine-110 capacity on rental basis in case of

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

per instruction of engg. in charge, rate includes all nece. shifting, fuel and operating

charges . (No payment should be allowed for non working condition of machinery)

Mode of payment shall be in Hour basis

Item No.42:- Providing & Supplying Hitachi Machine -200 capacity on rental basis in case of

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

per instruction of engg.incharge , rate includes all nece. shifting, fuel and operating

charges . (No payment should be allowed for non working condition of machinery )

Mode of payment shall be in Hour basis

Item No.43:- Providing & Supplaying hydra crance Machine of 12 ton capicity on rental basis

in case of emergancy situation and breakdawn type work & also during unvidable

condition as per instruction of engg incharges rate included all necesarey shifting fuel

and operaing charges (n0 paymant should be allowed for non working condition of

Mode of payment shall be in Per 8 Hrs. basis

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 ABIDE BY THEM.

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.

CONTRACTOR'S SIGN AND SEAL.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

AMDAVAD 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 of Laying of Systematic drainage line at Modi

Compound,Radheshyam ni chali And Diffrent places And Different Chalis OF Ghatak-3 in

Saijpur Ward of North-Zone..

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, AMDAVAD Municipal Corporation, A'bad. Specified tip to his first written

demand, without demur without delay and without the necessary of a previous of judicial or

administrative procedures and without the necessity of a previous of judicial or administrative

procedures and without the necessity to prove to the Bank the defects or short comings or debits

of the contractor any sum within the limit of Rs.....................................................

2. We further agree that the Guarantee herein contemned shall remain in full force and effect

during the period that would be taken for the acceptance of tender. However unless a demand of

claim under this guarantee is made on its in writing on or before the (Date to be specified will not

be less than 120 days from the stipulated date of receiving the tender) we shall be discharge from

all liabilities under the guarantee thereafter

3. We undertake not to revoke the guarantee during it currency except with the previous

consent of the Municipal Commissioner, AMDAVAD Municipal Corporation, A' bad in

4. We lastly undertake not to revoke the guarantee for any charge in constitution of the

Tenderer or of the Bank.

Signature & Seal of Guarantor ...........................

5. The contractors shall have to furnish income tax clearance certificate before his tender is

accepted and intimate assessment number and ward under which he is assessed.

6. Copies of certificate as regards previous experience, if any, must accompany the tender.

7. List of approved banks As per ANNEXURE –

Seal and Signature of the Bidder Add.C.E.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

FORM -2 PERFORMANCE GUARANTEE BOND

(BANK GUARANTEE)

(Clause 37 of Section I Volume 1)

Awarded a contract dated_ __________________FOR Laying of Systematic drainage line at

Modi Compound,Radheshyam ni chali And Diffrent places And Different Chalis OF Ghatak-3

in Saijpur Ward of North-Zone. Whereas the said M/s

___________________________________________Bank to provided a PERFORMANCE

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

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

______________________Bank provided the following Performance Bank, Guarantee by way of

these Bond to the AMC.

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

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

ensure and indemnify the AMC for full and proper performance of the contract by

the _______________________________Bank hereby indemnify the AMC for all losses and / or

damages to the road surface which would be laid or resurface by M/s.________________________

and such PERFORMACE GUARANTEE would include any damage to hot mixes, dense bituminous

macadam asphalt, concrete, seal coat, concrete blocks, road markings, signage, steel structures

which may be suffered by the AMC as a result of defective production of mixes, because of poor

workmanship, or at all, by way of this bond, we the _________________________________Bank

agree and promises that in the eventuality of the contractors M/s.

__________________________________________not repairing or remeding the Problem, loss or

damage to the road surface we shall indemnify and pay the AMC such expenses, losses and

damages that may be incurred by the AMC, as a result of the AMC getting the work done itself or

from the other source.

2. We _______________________________ Bank agree and understand that the decision as to

whether any losses or damages to the project have taken place or not and / or whether the work

suffers from poor workmanship or not will be taken by the Commissioner of AMC and on the

Commissioner's decision regarding such losses or damages or defect whatsoever being so notified

by the AMC to us, We shall immediately take steps and ensure that

M/s.__________________________________ faithfully and diligently carry out the necessary

remedial steps to the full satisfaction of the Commissioner of the AMC. The opinion of the

Commissioner as to whether full and complete remedial steps, to the full satisfaction the

Commissioner of the AMC has been taken or not, will be that of the AMC. For the purpose, of

arriving at such decision as aforesaid it will be open to the Commissioner of the AMC in case he so

desires, to delegate this power to subordinate like the city Engineer to take appreciate decision and

the decisions referred to above will be deemed to be properly take and as if taken by the

Commissioner of the AMC. In the eventually of M/s.______________ not taking remedial

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

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 AMC and M/s.

3. The contract value is Rs. __________________________. This PERFORMANCE GURANTEE is

limited to 5% of the said contract value and accordingly it comes to Rs.

_______________________ our liability will be in all cases be limited to Rs._________________.

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

years and one month from the date when the contract work is completed by the

M/s._____________________________________. The Commissioner of the AMC notify such

completion that to us. In case, no such completion it is notified, this performance guarantee will be

a valid from five years from the date of execution of this agreement. The Performance Guarantee

will come into effect from such completion date. In case however, the contract of several parts it

will be opened to the Commissioner to indicate separate completion dates for separate part and to

simultaneously indicate a break up of the contract value equivalent to the separate part. In which

case the PERFORMANCE GUARNATEE to extent of the different completion dates. It is expressly

understood that the considering this period of five years and one month, the date by which the

Corporation, intimate the Bank about the losses, damages or problems as the case may be, shall be

considered as long as such intimation is within a period of five years and one month from the

completion date. We the ___________________ Bank will be liable, irrespective of whether the

remedial actions or lack thereof has taken place after the period of the five years and one 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 irrespective of any change or variation or execution time or any forbearance or waiver made or

6. In case any disputes arise as to the interpretation or implementation or implementation of this

PERFORMANCE GUARANTEE, the matter shall be referred to the sole arbitration of he

Commissioner of AMC whose decision in the matter will be final. In case any resource to any court

of law is necessitated, the appropriate Civil Court in the AMDAVAD along will have Jurisdiction.

Date: Signature of Contractor

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

FORM-3 FORM OF AGREEMENT

THIS AGREEMENT made the ____ day of _______, 20__ between AMDAVAD 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 Rs.______________ (Rupees ____________________________).

NOW THIS AGREEMENT WITNESSETH as follows:

1. In this Agreement, words and expressions shall have the same meanings as are respectively

assigned to them in the Conditions of Contract hereinafter referred to.

2. The following documents shall be deemed to form and be read and construed as part of

this Agreement, viz.:

a) The Letter of Acceptance;

b) The General Conditions

c) The Financial Condition

d) The Technical Specifications;

e) The Priced Bill of Quantities; and

f) Other documents forming part of the contract.

3. In consideration of the payments to be made by the Employer to the Contractor as here in after

mentioned, the Contractor hereby covenants with the Employer to execute and complete the

Works and remedy any defects therein in conformity in all respects with the provisions of the

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 of:

On behalf of AMDAVAD Municipal Corporation On behalf of M/s.

Binding Signature of the Employer:

Binding Signature of the Contractor:

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

*Sample Form for updating - qualification information*

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brnltle awfJKe ytWxmtumekd yusLmelu fhJe.

AHMEDABAD MUNICIPAL CORPORATION VOL.-I

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