New Construction / Reparing of drainage line, machine hole, chamber at samarat nagar, chandra prabha society, aalok bunglow, rajesheri society area and diff. area of isanpur ward

5 Estimated Cost put to tender Rs.9,99,645.87

6 Earnest Money Deposit Rs.9,996/- (Demand Draft or Bank Guarantee in favour of

Municipal Commissioner, Ahmedabad /) To be submitted as

prescribed in 9.0 below. Demand Draft or Bank Guarantee shall

be from Nationalized Bank / Sheduled Bank and valid for

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

Circular No. 29 Dt.7/08/2010) & attched ANNEXURE - 1 finance

dept.circular No-22 Dt.11/8/11& circular No-8 Dt.04/05/12

circular No-03 Dt.13-05-14 & Finance circular No-56 Dt.19-09-16

& Circular No.18 Dt:23/5/2017 & Circular No.18 Dt:29/5/2018 &

Circular No.12 Dt:22/7/2019 & Circular No.26 Dt:25/11/2019 &

Circular No.21 Dt:19/6/2020. & Circular No.40 Dt:6/11/2020.

7 Security Deposit 5 % Of the Tender amount in Form Bank Guarantee / Demand

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

(Non refundable) Ahmedabad)

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

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

submitted to Assistant Manager(South zone) , South zone office,

Rambaug, Maninagar Ahmedabad

Online submission shall be on Dt. 02/03/2026 up to 18.00 hours

Tenders issue date

10 only. The tenders received after this date and time will not be

entertained under any circumstances.

Last date of receiving Physical tender documents with EMD and Tender fee without

11 Tenders. price bid can be submitted up to Dt. 03/03/2026 up to

Dt. 03/03/2026 up to 17.00 hours. at Asst. Manager, Admin

Date of Opening Department, Shymaprasad Mukherji bhawan, Near Maninagar

Fire Brigade, Maninagar, Ahmedabad Municipal Corporation,

Price bid e-form as well as Price bid should be submitted online

only and unloaded to n-procure web site mentioned on NIT and

only Technical bid should be submitted physically in sealed

Mode of sending the Tender

13 envelope systems By RPAD/Speed post/ Hand Delivery in sealed

covers in Duplicate ( One Original & One Duplicate) duly sign &

seal by contractor as per schedule given on NIT.Tenders received

without EMD and without uploading price bid to n procure web

site shall be considered as Non-Responsive and shall be rejected

All general condition of contract of Form B1 condition of contract

14 Terms, Condition, &

shall be applicable and latest AMC circulars and policy should be

Defect & Liability Period The contractor shall be responsible to make good and remedy at

his own expense any defect which may develop or may be

noticed before the period mentioned hereunder from the

certified date of completion, The within 15 days of receipt of the

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

Engineer-in-charge may rectify or remove or re-execute the work

at the risk & cost of the contractor. The Engineer-in-charge shall

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

security deposit towards the expenses, if any, Incurred by him in

rectification, removal or re-execution. The Defects Liability period

shall be as under(a) for all works costing upto Rs. 50,000 ( amount

put to tender), the period shall be 3 months from the certified

date of completion. (b) for all works costing more than Rs.

and upto Rs. 1 crore (amount put tender), the period shall be

months from the certified date of completion or one monsoon,

whichever is later. (c) for major projects costing more than Rs.

crore, the period shall be 12 months from the certified date of

completion which should include one monsoon. (d) For building

works, the period specified in (a), (b) or (c) above OR elapse of

monsoon period following the certified date of completion,

whichever is later. For the purpose of deciding the monsoon

period, the 30th September may be treated as the last date.

16 Liquidity Damages 0.1% per day delay of remaining work after the completion date

but not more than 10% of cost of remaining works.

17 E.P.F Act ykkdu As per Account department circular no-37 Dt.09/08/2018

18 GST ykkdu Rates Quoted by the contractor to be inclusive of all applicable

taxes (Excluding GST). Prevailing GST will be paid extra.

Contractor shall deploy labours and materials at immediate basis

in case of any emergency work when conveyed by the staff via

19 Special Note any way of communication. Failing the same shall permit the staff

to allot the same work to another contractor and shall impose the

penalty to the approved contractor.

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

the tenders without assigning any reasons thereof.

Seal and Signature of the Bidder Add.C.E. (South Zone)

ybœtJtœ Bgwrlrmvj ftuvtuohuNl

ce çjtuf, vnujtu bt¤, mhœth vxuj CJl,

œtKtveX, ybœtJtœ

Email: [email protected]

mkœCo: ltKtk Ft<tlt mh¾gwjh lk.48 <t.29/01/2012, 58 <t.16/03/2012 ,

yt&e <btb Ft<tltk Jzt yr^fthe ©e ytu / yuftWxLx ©e <&t cej fjtfo ©e lu sKtJJtbtk ytJu

Au fu , me¾gtuhexe zevtuÍex <ubs yluoMxble zevtuÍex MjefthJt ctc<u htßg mhfth ©e îtht bkswh &guj

cukftule gtœebtk ltKtk rJCtdlt S.yth.lk. FD / MSM / e-file /4 /2024/ 4020/2859 D.M.O. Date:

01/05/2025 bwsc mw^thtu fhe lJe gtœe cnth vtzJtbtk ytJuj Au.

htßg mhfth ©e lt ltKtk rJCtdlt S.yth.lk. FD / MSM / e-file / 4 / 2023/4020 /

D.M.O. Date: 01/05/2025 îtht me¾gtuhexe zevtuÍex <ubs yluoMx ble le zevtuÍex btxu bkswh &guj

cukftu le gtœe ykdu zu.Bgw.frbNlh ©e (ltKtk) le b¤uj bkswhe X.lk.39 <t.12.05.2025 bwsclt

mœhnw vrhvºt «rmæ^ &gt <theF ctœ &e <t.31.03.2026 mw^e y&Jt htßg mhfth ©e îtht yt

ctc<u yLg S.yth. «rmæ^ fhJtbtk ytJu ðgtk mw^e yuluûth - 1 btk sKtJuj cukftu le cukf duhkxe

me¾gtuhexe zevtuÍex <&t E.yub.ze. MJYvbtk MJefthJtbtk ytJNu.

ybœtJtœ Bgwrlrmvj ftuvtuohuNl lt <btb Ft<tytu îtht bu¤JJtbtk / MJefthJtbtk ytJ<e

cukf duhkxe le ytu&uLxemexe le yr^f]< aftmKe fhelu / fhtJelu sYhegt< bwsclt fkx[tuj v{tumesh

muxyv fhJtlt hnuNu <ubs mhfth ©e lt S.yth. yLJgu zu.Bgw.frbNlh ©e (VtgltLm) le b¤uj

bkswhe bwsc btºt ybœtJtœ Nnuh le <&t ybœtJtœ rmJtglt yLg Nnuhle ntug ylu <u cukf duhkxe

ybœtJtœ ÂM&< mkckr^< cukfle NtFt îtht yr^f]< fhtguj ntug <tu leau sKtJuj ckuftu le

NtFtytule cukf duhkxe MJefthJtbtk ytJNu. ltKtk Ft<t îtht Wvhtu¾< mkœCobtk sKtJuj vrhvºttu le

yLg <btb Nh<tu g&tJ< hnuNu.

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

 All nationalized Banks

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

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

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

1. Commercial Banks :-

2. A U Small Finance Bank

4. Barclays Bank

5.City Union Bank

7.DBS Bank India Limited

9.Equitas Small Finance Bank

10. ESAF Small Finance Bank

11. Federal Bank

16.IDFC First Bank

17. Jammu & Kashmir Bank

18. Jana Small Finance Bank

19. Karnataka Bank

20. Karur Vysya Bank

21. Kotak Mahindra Bank

22. South Indian Bank

23. Standard Chartered Bank

24. Tamilnadu Mercantile Bank

25. Utkarsh Small Finance Bank

2. Co-operative and Rural Banks Of Gujarat :-

1. The Ahmedabad Mercantile Co-operative Bank Limited

2. Nutan nagrik Sahakari Bank Limited

3. Rajkot Nagarik Sahakari Bank Limited

4. Saraswat Co-operative Bank

5. SBPP Co-operative Bank

6. SVC Co-operative Bank

7. The Cosmos co-opretive Bank

8. The Gujarat State Co-Operative Bank

9. The Mehsana Urban Co-operative Bank Limited

10. The Surat District Co-operative Bank

11. The Surat Peoples Co-operative Bank

12. The Kalupur Commerical Co-operative Bank Limited

13. The Panchmahal District Co-operative Bank

14. The Baroda District Co-operative Bank

15. Baroda Gujarat Gramin Bank

16. Saurashtra Gramin Bank

TERMS & CONDITIONS

( A ) INSTRUCTIONS TO BIDDERS (ITB)

( B ) GENERAL TERMS & CONDITIONS

( C ) FINACIAL TERMS & CONDITIONS

( D ) MAIN CONDITION / FETURES OF THE WORK

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( A ) INSTRUCTIONS TO BIDDERS (ITB)

1. Procedure for Submission of Tender

a).This is a Two bid System Tender.The Bidder should quote the price bid in tender form before schedule time

Tender Document Vol. 1 , tender fee & EMD (Draft /DD) and all other enclosures as asked in 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.Seprate envolup to be submitted by the bidder clearly marked as “Technical Bid”

and “Financial/Price bid” Price bid shall Remain Only the Price bid,Whenever all othe Documents to be

submitted Under The envolup of “ Technical Bid” This envelope shall be sealed in an outer envelope. The

Bid envelopes shall be marked as follows:-

 Tender Document Vol.

 Registration certificate of class

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

Assistant Manager, South Zone,

2nd Floor, South Zone Office,

Opp. Fire Station, Maninagar,

Ahmedabad-380008,

d).Bear the following identification:

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

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

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

the misplacement or premature opening of the bid.

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

g) All the Bid Document essentially needs to be properly binded/steppled

2. Assessment of Submission

2.1The Employer will open the technical bid of 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 NIT In the event of specified date of bid opening being declared

as a holiday for the Employer, the Tender will be opened at the appointed time and location on the next

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

opening will announce bidder’s names, , the presence/or absence of EMD, the amount and validity of

EMD furnished with each bid, is valid registration and such other details, as the Employer may consider

appropriate. As per the checklist.

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

subsequently be made responsive by correction or modification or withdrawal of the nonconforming

deviation or reservation.

3. Evaluation and Comparison of Tender volume

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

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

with Clause 5(General Terms and Condition).

4. Procedure for Tender Opening

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

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

bidder bid will be considered for opening of price bid.(Following clause no. 5 of ITB).

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

responsive to the bidding documents and who has offered the lowest Evaluated Bid Price, provided that

such bidder has been determined to be (i) eligible in accordance with the provisions of Clause 3(General

Terms and Condition); and (ii) qualified in accordance with the provisions of Clause 5(General Terms and

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. A successful Bidder has to deposit security deposit / Bank Guarantee as per As per City Engineer

Circular (WRM) no. 6 2011/12 DT: 24/06/2011 after receiving letter of Indent. Time limit of work will

commence from the date of issue of work order.

8. Clarification of Bids

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

ask any bidder for authentication the correctness of the information/details furnished by him in his bid.

Such request by the Employer and the response by bidder shall be in writing or by cable/fax.

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

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

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

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

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

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

officially concerned with such process until the award to the successful bidder has been announced. Any

effort by a bidder to influence the Employer's processing of bids or award decisions may result in the

rejection of his bid.

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

its own responsibility all information that may be necessary for preparing the bid and entering into a

contract for construction of the Works. The costs of visiting the Site shall be at the bidder’s own

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

premises and lands for the purpose of such inspection, but only upon the express condition that the

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

from and against all liability in respect thereof and will be responsible for death or personal injury, loss

of or damage to property and any other loss, damage, costs and expenses incurred as a result of the

1. I/We hereby declared that I/We am/are not partner(s) blacklisted or connected with firm blacklisted in any

states, CPWD / MES / Railways or any Government, Semi-Government or Private body.

2. The I / We also hereby certifies that our firm M/s ________________________________has neither

abandon any work in India nor rescinded any contract awarded to us during last five years prior to the date

3. At present I/We am/are registered as approved contractor (s), firms in any state, CPWD / MES / Railways.

4. We, the partners/owners of this firm, hereby give an undertaking that we are jointly and severally

responsible to meet all the liabilities ever and above the business of this firm and make good the above

financial loss sustained by the Ahmedabad Municipal Corporation as a result of our abandoning the works

entrusted to us.

5. I /We hereby certify that all the statements made in the required attachments are true and correct.

6. The I / We undersigned hereby authorise(s) and request(s) any bank, person, firm or corporation to furnish

pertinent information deemed necessary and requested by the Department to verify this statement or

regarding my (our) competence and general reputation.

7. I /We hereby declare that I / We understand and agree that further qualifying information may be

requested, and I / We also agree to furnish any such information at the request of the AMC within the

prescribed time.

8. I / We further declare that my / our near relatives are not working in AMC as an Addl. C.E., Dy. C.E., A.C.E.,

A.E., and T.S. as on today.

(Signed by an Authorized Representative of the Firm)

Name of the Representative

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( B ) GENERAL TERMS & CONDITIONS

1. Scope of Bid

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

the construction of works (as defined in these documents, hereinafter referred to as "the Works") detailed in

the table given in the IFB.

1.2 The Works consist of:- Providing and Fixing Interlocking Rubber Mould Paver Block and Stone Paving

Work and Repairing of Paver block and Stone Paving Work at Kundaliya vas raval vas, Ganeshnagar

,Chamundanagar Area, Isanpur gam Area and ramwadi Area,Krantinagar Chhapara and Different places In

Isanpur Ward In South Zone.

2. Source of Funds

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

3. Eligible Bidders

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

 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 "E2" class and or equivalent.

If contractor is not registered with AMC in the relevant class, on award of contract he shall be

required to register himself with AMC within 3 month's time.

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

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

4. Eligible Material, Equipment and Services

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

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

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

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

5. Qualification of the Bidder

To be qualified for award of Contract, bidders shall:

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

General information

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

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

1 Name of firm:

2 Head office address With Contact no.:

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

4 Telephone/ Contact With name :

5 E-mail address:

6 Place of incorporation/registration:

7 Year of incorporation/registration:

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

Authorised Signature Bidder

5.3 Disqualification

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

following reasons:

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

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

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

against the applicant or financial failure due to bankruptcy.

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

5.4 Debarment/Black listing

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

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

6. One Bid per Bidder

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

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

7. Bidding Documents

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

with the requirements of bid documents will be at the bidder's own risk. Pursuant to Clause 16, bids which

are not substantially responsive to the requirements of the bidding documents will be rejected.

8. Language of Bid

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

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

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

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

English translation shall prevail.

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

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

submitted online by the bidder.

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

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

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

10. Bid Validity

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

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

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

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

the responses thereto shall be made in writing or by fax. A bidder may refuse the request without

forfeiting his bidder agreeing to the request will not be required or permitted to modify his bid but will

be required to extend the validity of his Bid Security for the period of the extension, and in compliance

with Clause 2 ( Financial Terms & Conditions) in all 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

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

authorized to sign on behalf of the bidder.

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

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

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

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

Occupations and addresses shall be printed below their signatures.

12. Deadline for Submission of Bids

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

specified in the NIT.

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

14. Signing of Agreement

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

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

determined by the Employer for signing the Form of Agreement.

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

quality work within the given time schedule.

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

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

entirely on the Bidder.

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

extended time limit.

18. Legal Condition:-

 Corrupt or Fraudulent Practices

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

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

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

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

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

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

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

do so, by misusing the position in which they are placed, and it includes the offering, giving,

receiving, or soliciting of anything of value to influence the action of any such official in the

procurement process or in contract execution; and

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

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

practice among bidders (prior to or after bid submission) designed to establish bid prices at artificial

non-competitive levels and to deprive the Borrower of the benefits of free and open competition.

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

assigning any reason thereof.

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

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

disqualification / rejection at any stage.

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

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

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

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

conditional tenders, will be rejected.

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

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

directly deducted from the contractor's outstanding.

19. Administrative Conditions:-

 Safety and Signage

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

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

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

signs to be provided so that it should be visible at night. During night working hours safety in charge

personnel shall be provided with florescent jackets. This shall be Provided at no extra cost by the bidder

under attaché with specified in the tender documents under payable iteme.

 Liaison with local authority for electrical connections for the AMC

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

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

follow up and getting the supply, filling the necessary test reports to the power supply company. All

official fees including security deposits and other expenses shall be of initially paid by the contractor.

AMC may support to get the temporary connection and may at its diseretien get the same converted

to permanent connection at the same of AMC if desired do,and contractor shall as no extra cost

support the same. In this case AMC my be as the remaining cost subject to approval.

20 :- CONTINGENT FEE:

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

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

shall give the Municipal Commissioner the right to cancel the contract or to take any other measure

as the Municipal Commissioner may deem fit. The warranty does not apply to commissions payable

by the contractor to establish commercial or selling agent for the purpose of securing business.

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

to any benefit that may rise there from.

21:- OVERPAYMENT AND UNDERPAYMENT:

Whenever any claim fourths payment of a sum to the Municipal Corporation arises out of or under

this Contract against the contractor the same may be deducted by the Municipal Corporation from any

sum then due or which at any time thereafter may become due to the contractor under this contract

and failing that under any other contract with the Municipal Corporation or from any sum due to the

contractor with the Municipal Corporation (which may be available with Municipal Corporation), or

from his retention money, or he shall pay the claim on demand. The Municipal Corporation reserves

the right to carry out post payment audit and technical examination of the final bill including all

supporting vouchers, abstracts, etc.

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

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

If as a result of such audit and technical examination any over payment is discovered in respect of any

work done by the Contractor or alleged to have been done by him under the contract, it shall be

recovered by the Municipal Corporation from the contractor by way of all the means prescribed above

or if any under payment is discovered by the Municipal Corporation, any amount due to the contractor

under this contract or under payment may be adjusted against any amount then due or which may at

any time thereafter become due before payment is made to the contractor from him to the Municipal

Corporation on any other contract account whatsoever.

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

liable and which is chargeable to the contractor, the owner shall have the right to retain out of any

payment then due or thereafter to become due an amount sufficient to completely indemnify the

owner against such lien or claim or if such lien or claim be valid the owner may be or become due and

payable to the contractor. If any lien or claims remaining, unsettled after all payments are made, the

contractor shall refund or pay to the owner all money that the latter may be compelled to pay in

discharging such lien or claim including all cost and reasonable expenses.

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

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

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

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

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

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

AMC through its website www.ahmedabadcity.gov.in 48 hours prior to the deadline of submission

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

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

in respect to this shall be entertained under any circumstances.

Seal and Signature of the Bidder Add.C.E. (South Zone)

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( C ) FINACIAL CONDITION

1. Cost and Currencies of Bidding

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

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

Currencies of Bid and Payment

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

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

2. Earnest Money Deposit :-

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

for 28 days beyond the validity of the bid.

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

Early as possible as but not later than 28 days after the expiration of the period of bid 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 10 (ten) Working days of the date of receipt of the Letter of Intent (LOI) the successful bidder

shall deliver to the Employer, a Initial Security Deposit Shall be submitted as per C.E. Circular.in the form

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

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

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

discontinuity period.

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

format shall be issued as per Memorendum of work.

(E) Retention :-

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

with release of payment of Final Bill.

4. Approved Bank: - As per Annexer -I

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

6. Mobilization advance will not be given.

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

8. Penalty: - As Per City Eng. Circular no-3 Date:-03/09/2016

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.

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. (South Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGNIERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 12 Months (Excluding Monsoon) after the order to start the works. Progress

of work should be in proportion to time limit. The details of reinforcement of R.C.C. work shall be as per

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

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

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

Watering of all the items shall be as per instructions otherwise no payment shall be made to contractors.

Mixing of concrete shall be done by concrete mixer machine. Arrangements of binding vibrator for R.C.C.

works if required shall have to be made by the contractor.The contractor shall be remain responsible for

Workmen’s compensation if any accident. The contractor shall arrange for barricading at night and

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

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

decision of the Dy. City Engineer shall be final. The contractor shall have to give site clean of all rubbish

during the work and at the time of completion of work and hand over the site with final finishing of the

work as directed. All the rejected materials shall be removed from site within 24 hours by contractor at

this risk and cost. Debris shall have to cart daily from site.

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

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

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

own arrangement for water required for the work.

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

shall be paid at the rate fixed by Add.C.E. as per the rate analysis based on latest SOR or if item is not

available in SOR than based on current market rates. In case of extra item decision of Add. City Engg. shall

remain final regarding rate.

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

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

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

rate for subsequent changes in site and design is entertained.

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

prepare the measures boxes according to this measure.

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

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

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.

Contractors should note the following conditions carefully:-

i) Conditional tender shall not be accepted.

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

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

demand draft or in cash.

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

B1 can be is available in website. Specification shall be as per ' R& B Dept. - Govt. of Gujarat booklets

of Building Works & and Road Works Specifications published by Gujarat Book Depot, Sector-21.

CONTRACTOR'S SIGNATURE Add.C.E. (South Zone)

AHMEDABAD MUNICIPAL CORPORATION

Tender form B-1

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

may be referred.(only English version)

Note binding on the contractors

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

Road and Building Department / Water Resources Department shall be applicable. Binding on the

contractors unless specifically mentioned about it

Hereunder in clause no.15 to

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

“wherever written.

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

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

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

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

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

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

Seal and Signature of the Bidder Add.C.E. (South Zone)

Technical conditions

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

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

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

AMC contractor.

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

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

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

by the Engineering in charge.

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

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

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

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

be referred to.

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

the following limits :-

i) Length, width and depth, Height 0.01 Meter

ii) Areas 0.01 Sq.mts.

iii) Cubic contents 0.01 Cu. mts.

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

shall be followed.

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

specifications shall be deemed to be included therein.

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

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

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

contractor shall have no claim to any payment or compensation whatsœver on account of any

such materials being rejected by the Engineer in charge.

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

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

Architect before using them in the work.

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

from the site of work within 24 hours.

12. All work shall be carried out in a manner applying the best technique.

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

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

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

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

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

evidence that such special mode of construction and completion of work to the required

strength and quality. Acceptance of the same by the Engineer in charge shall not however,

absolve the contractor from the responsibility of any adverse effect and concordance of

adopting the same in the course of exaction or completion of the work.

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

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

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

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

work and also of the work itself.

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

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

18. Contractor shall have to execute extra item if required.

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

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

Consultant for this project.

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

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

which work is awarded for execution.

21. The time limit shall be reckoned after 15 days from the date of issue of the written work order to

the contractor. No time extension will be granted under any circumstances.

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

Additional City Engineer /Dy.M.C of A.M.C. will be final and binding to the Contractor.

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

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

necessary to fulfill the intent of the plants and specifications.

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

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

Corporation. will be payable by the contractor.

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

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

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

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

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

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

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

purposes, disconnection and the laying, maintenances and ultimate removal of any distribution

system around the site.

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

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

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

connection therewith.

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

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

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

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

operating sets etc. as the case may be.

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

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

certificate and solvency certificate.

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

advance will be given.

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

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

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

Engineer in charge.

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

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

thereby total amount of work increases/ decreases.

thereby total amount of work increases/ decreases.

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

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

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

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

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

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

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

38. The contractor shall have to execute the contract agreement within 15 days from the date if

issue of work order.

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

special reason (like site is not available), after evaluation of situation the actual date of starting

of work will be consider after approval of Dy.M.C. (South zone)

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

40. The payment shall be made as per the A.M.C policy for the work done by the contractor.

41. Conditional tenderes will not be accepted.

Seal and Signature of the Bidder Add.C.E. (South Zone)

ybœtJtœ BGþrlrmvj ftuvotuhuNl

ÆÂûtKÍtul - Esluh Ftðþ

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

xuLzhh btxule Nh<tuu

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

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

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

1 f: xuLzhhle jtgft< ftb sJtcœth xuLzhh <ubs su xuLzhh mwaJuj ftuLx[tfxhle ©uKebtk ytJ<t ntug <ubs ftb

fhJt mûtb ntug <ublu s ytvJtbtkk ytJNu. ftb yvt<t vnujt ftuLx[tfxhu ftb mkk<tu»tfthf <ubs xtRb jebexbtkk

vwÁk fhJt sYhe mJj<,ylwCJ, ûtb<t ylu VtgltLmegj hemtumo hsw fhJtlt hnuNu.

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

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

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

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

mkkath ylu JvhtNlt ceò hM<tytu&e mkk<wÐ ntuJtlwk btle juJtbtkk ytJNu. xuLzhhu ftblu mtRx ylu

rcÕzekkd(fu su ftb fhJt, ftb vwhwk fhJt <&t ftblt buRxulLm btxu cltJuj ntug).<ubs xuLzhhu yt mtRxlt

ftb btxu, rcÕzekkd btxu, gtzo, zevtu btxule søgt vtu<tle he<u bu¤Je juJtle hnuNu. (xuLzhlwk ftb fhJt, ftb

vwhwk fhJt <&t ftblt buRxulLm btxule søgt)

2: yt ftble mbg bgtoœt (12 btm)(atubtmt rmJtg) le hnuNu. (bubtuhuLzbbt sKtJuj «btKu)

3: xuLzh Jujezexe rvhegz (120 rœJm) (As Per City Eng.Circular no-3 Date:-03/09/2016) )

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

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

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

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

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

bwFðgthltbwk xuLzh mt&u hsw fhJtlwk hnuNu.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

3) c^t mw^tht J^tht y&Jt atukxtzuje ftvjeytu Wvh xuLzh Chlthu xwkfe mne l fhe ntug.

4) xuLzhbtk <ubKu ftuR AufAtf fhe ntug, ylu

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

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

8 f: Nh<e xuLzh MJefthJtbtk ytJNu lne.

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

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

J¤<hltu nff œtJtu fhe NfNu lrn fu ftgœtfeg ftgoJtne yt ykkdu &R NfNu lrn. xuLzh bkswh &gtltu y&o

ftb ytve s œuJtlwk Au <uJtu &R NfNu lrn.

9: rJmkkdr< ylu rnmtc stud: nt& ^hJtlt ftbtule ctc< œNtoJ<t CtJ vºtf btklt sÚ&t ylu hfble ftuRvK

Cwjawf leault rlgbtu ylwmth mhCh fhJtbtkk ytJNu.

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

hfb btLg htFJtbtkk ytJNu.

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

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

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

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

10y: ftbltu «tud{um mbg bgtoœt bwsc fhJtltu hnuNu. yt mbg bgtoœt 10 jtF mw^elt ftb btxu

yuj.ytu.ytR. ytÃgt <theF&e 10 rœJm <&t 10 jtF &e Wvhltk ftb btxu yuj.ytu.ytR. ytÃgt

<theF&e 15 rœJm&e NY &guj dKJtbt ytJNu. <&t <u œhrbgtl ftble 3% juFu zevtuÍex Che

fhthvºt fhJtltu hnuNu.

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

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

10c: mûtb m•tt îtht Yt.10,00,000.00 (œm jtF) mw^elt xuLzhle bkswheltu XhtJ vtzgt ctœ ( LOI)

ytvJtbtk ytJNu ðgth ctœ rœl - 10 btk rm¾gtuhexe zevtuÍex sbt fhtJJtle hnuNu. rm¾gtuhexe zevtuÍex

btuze ChJtlt rfMmtbtk Bgwrl.ftuvtuohuNlbtk «J<obtl rlgb ylwmth ftgoJtne fhJtbtk ytJNu.

10f: mœh ftbltk xuLzhbtk bw¤ bkswh &guj mbgbgtoœt / Extended Time Limit ctœlt ftbdehe vqKo l &tg <tu

FhuFh ctfe ftble hfblt 10% juFu Liquidated Damages (vulÕxe) Jmwj fhJtbtk ytJNu. (mexe

Rsluh(Rsluh Ft<w) mhfgwjh lk.3 <t. 03/09/2016 bwsc.)

11 y: awfJKe xuLzh Chlthu yu Jt< mbS juJtle hnuNu fu <uKu xtkkfujt œh vwhtk &gujt ftb btxult Au ylu <ubtk

bswhe, vtjF, ÃjtLx, œuFhuF,mhJem-ftbdehe, Jes¤e, htugÕxe ylu ytufx[tug Jduhu ykkNu <btb Faoltu <&t

sYh sKtg <tu ylu ðgthu ht<vt¤elt ftblu juJt c^t J^thtlt Faoltu mbtJuN &Nu ylu xtkkfujt CtJ fu œh fh<t

J^thtle ftuR awfJKe ykkdult <ublt ftuR œtJt ægtlbtkk juJtNu lnekk ylu xuLzh Chlth Ftuxe hswyt<lu fthKu

y&Jt ftuR Ôgrf<yu(vAe<u ctkk^ftb rJCtdltu fboathe ntug fu l ntug)<ublu ytvuje btne<elu yt^thu vtA¤&e

ftuR œtJt hsw fhJt nfœth hnuNu lnekk. <ublw xuLzh ChJt <&t <ubtkk swœt swœt CtJ ylu œh ChJt btxu sYhe yuJe

<btb btne<e vtu<tlt vûtu l bu¤Je NfJtlu fthKu vtu<u xuLzh hsw fhJtlu je^u y&Jt <ubtkk&e WCt &<t ftuR stuFb

fu sJtcœthebtkk&e Axfe NfNu lnekk. mœh ftbbtk ftuR vK ò<lt ctk^ftblt bxehegj Wvh CtJ J^thtu

ytvJtbtk ytJNu lrnk.

11 c: ftuLx[tfxhtulu vubuLx / hlekd cej Bgwrl. frb§h©elt su <u «J<obtl rlgb bwsc fhJtbt ytJNu.<&t

Bgwrl. frb§h©e/mexe Rsluh©e lt su <u JF<ltk mh¾gwjh «btKu ftbdehe/ybj fhJt ckDlf<ot hnuNu.

11 f: ftuLx[t¾xhlt œhuf hlekd cejbtk&e ftuLx[t¾xhlu awfJJtle &<e fwj hfb Wvh (xuLzh bwsclwk vubuLx + yu¾x[t

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

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

ftuLx[[tfxhlt cejbtkk&e fvt< fhJtbt ytJNu.

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

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

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

yu) yufb ylu fœ (1) z[turkRd

(2)xuLzh Vtubolwk CtJvºtf

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

3. xuLzh Vtubole ylwmwra-ce

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

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

dKJtbkkt ytJNu.

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

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

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

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

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

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

ftuR btKmlt òlbtj lu lwfNtl &tg <ule sJtcœthe ftuLx[tfxhle hnuNu.vtujem Vhegtœ &tg <tu <ule

sJtcœthe vK ftuLxtfxhle hnuNu. CuFz Dme l vzu <ule sJtcœthe vK vtujem Vhegtœbt ftuLx[tfxhle

hnuNu.CuFz Dme l vzu <u btxu mjtb<elt vdjt (suJt fu œtuhzwk ctk^e bswh Ftztbtkk W<thJt, mtuhekkd ylu

Mx[[xekkd fhJt rJduhu) je^t Jdh bsqhlu Ftztbtkk k W<thNu <tu ftuLx[[tfxh s vtujem Vhegtœbt sJtcœth hnuNu

ylu Bgwrl.ftuvtuohuNlltu ftuRvK MxtV ytlt btxu sJtcœth hnuNu lrn.ytxjwk mbSlu s xuLzh ChJwk.

Bswhtultu rJbtu vK W<thJtu.

17 : ftuLx[tfxh îtht xuLzhbt œNtoJuj MveNeVefuNl bwsc MxtLzzo bxehegÕm MvuNeVefuNl bwsc jtJJtlt

hnuNu.<&t sYh sKtg <tu xuMxekd fhtJJtlwk hnuNu.<&t yt ykdu «Joðbtl Bgwrl.ftuvtuohuNlt rlgb bwsc

bxehegÕm fu ceò xuMxed hevtuxo ftuLx[tfxhu vtu<tlt Fauo ftuvtuohuNl sKtJu <u søgtyu fhtJJtlt hnuNu.

bxehegÕm jtJJt fu jR sJtltu mkvwKo Fao ftuLx[tfxhu CtudJJtltu hnuNu.

18 : M&¤ vrhrM&r< / sYhegt< bwsc ftb fhtJ<t xuLzhlt ytRxblt sÚ&tbtk J^ ^x &tg <tu rlgb ylwmth

<u ykdu ftb fhJt ftuLx[tfxh ck^tgujt Au.

19: mtRx vh jtJJtbtk ytJuj btj mtbtl hesufx fhJtbt ytJu <tu <whk< rœl 1btk vh< jR sJtltu hnuNu.

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

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

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

ytJu <u ytvJtle hnuNu.

21: ftuRvK ftgœtfeg jexeduNl ybœtJtœ Nnuhle ftuxobt hnuNu.

22: btj su <u Mxtumo Wvh y&Jt mtRx Wvh jtuftulu lz<h l &tg <u he<u mwalt bwsc W<thJtltu <ubs

dtuXJJtltu hnuNu.

23: ftuR vK mhfthe fhJuht ChJtle <btb sJtcœthe ftuLx[tfxhle hnuNu.

24: yt xuLzhbtkk stu ftuR ytRxb hne dR ntug <tu <u y&tJ M&¤ M&e<e bwsc xuLzhbtk mbtJuN l ntug <uJe

J^thtle ftbdehe fhJtle &tg <uJt rfMmbtk Bgwrl.ftuvtuohuNlt «Joðbtl rlgb ylwmth J^thtle ytRxblt

CtJ lffe fhJtbtk ytJNu ylu <u bwsc awkfJKe fhJtbtk ytJNu.

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

ctuzo,ÃjtMxef vxe,rJ. ftuLx[tfxhu jtJJtlwk ylu mtaJJtlwwk hnuNu. ylu ftuRvK yfMbt< &Nu <tu <ule mkkvwKo

sJtcœthe ftuLx[tfxhle hnuNu.

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

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

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

yr^ftheytuyu ftb mw^thJt fu vtu{d{um J^thJtlt ltuk^ fhuj ntug <tu <ulwk ftuBÃjtgLm ytvJtlwk hnuNu ytJe

ltu^lt sJtc l &gu fu <u «btKu M&¤ Wvh ybj l &gu ftuLx[tfxhlu vulÕxe fhJtle mððtt yuze.mexe

yuLSlehgh©elu hnuNu.

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

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

ytFhe hnuNu.Jtuxhekd fhJtbtk lrn ytJu fu œhhtus J^thtltu zucheÍ WvtzJtbtk lrn ytJu <tu ftuLx[tfxhlt Fauo

ylu sutFbu Jdh ltuxemu Jtuxhekd fhtJJtbtk <&t zucheÍ WvtzJtbtk ytJNu ylu cejbtkk&e hfb ftve juJtbtk

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

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

30 mÃxuBch Mþ^eltu dKJtbtk ytJNu. yt mbg œhBgtl ftuLx[tfxh îtht ftbdehe fhe Nftg <ub l ntug

<tu <u mbgdt¤tu ctœ fhe ftble mbgbgtoœt dKJtbtk ytJNu <&t sYhegt< Bþscle xtEb jebex J^the vK

ytvJtbtk ytJNu.

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

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

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

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

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

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

btuctEj lkch mt&u (œrûtK Ítul)

mh¾gwjh lkch 3, <theF 3/9/16

Bgwrlrmvj ftuvtuohuNlbtk Rsluh rJCtd îtht htuz, vtKe, rcÕzekd, z[ulus, jtRx rJduhult ònuh sl<tle mrwJ^tlt

rmrJj ftbtu fhJtbtk ytJu Au. mkcr^< ftbtubtk swœt swœt Ítul <&t «tusufx îtht yufmwºt<t s¤JtR hnu <u nu<w &e

y.Bgw.ftu.îtht JF<tu JF< fhJtbtk ytJuj swœt swœt mhfgwjhtubtk leau bwscltu mw^thtu Bgwrlrmvj frbNlh©ele

b¤uj bkswhe ylwmth fhJtbtk ytJu Au.

1. y.Bgw.ftu. îtht Rsluh Ft<t îtht bkdtJJttbtk ytJ<t xuLzhbtk ftble sYhe Nh<tu mt&u Vtubo ce-1 le

jtdw vz<e <btb Nh<tu bwscle ftbdehe fhJtle hnuNu vhk<w vulÕxe btxu ltKtkFt<wk vrhvºt lk.-18,

<t.-04/07/2012 lt bwœt lk.1-R btk mwaÔgt bwscltu yuxjufu leau bwscltu fjtuÍ xuLzhtubtk htFJtltu

rlg< mbgbgtoœtbtk ftb vwht l &tg <tu vuLtÕxe Jmwj juJt ctc<:-

(1) nJu vAelt <btb xuLzhbtk bw¤ bkswh &guj mbgbgtoœt / Extended Time Limit ctœlt FhuFh ctfe

ftble hfblt 10% juFu Liquidated Damages (vulÕxe) Jmwj fhJtle Nh< nJu vAelt ftbtbtk

htFJtle hnuNu <&t ntjbtk atj<t ftbtubtk <&t su ftblt Vtglj cej cluj l ntug <uJt ftbbtk vK bw¤

bkswh &guj mbgbgtoœt / Extended Time Limit ctœ &guj ftble vulÕxe Jmwj fhJt ykdu bq¤

bkswh &guj mbgbgtoœt / Liquidated Damages ctœlt FhuFh ctfe ftble hfblt 10% juFu

Liquidated Damages (vulÕxe) Jmwj fhJtlwk sYh sKtg <tu yt bwscltu rlKog juJtle m•tt

Bgw.frbNlh©elu ytvJtbtk ytJuj Au.

(2) xuLzhbtk Milestone recovery (Time yt^the<) le Nh< htFJtbtk ytJuj ntug Au sultu ybj Ft<tyu

fhJtltu ntug Au. vhk<w, ftbdehelt ybjefhK œhrbgtl y.Bgw.ftu.lt fthKtumh ftbbtk rJjkc &guj ntug

sule òK Bgw.frbNlh©elu fhuj ntug <&tmûtb m•ttyu bwœT< J^ fhuj ntug <u JF<u mbd{ ftb

Extended Time Limit btk vwKo &guj ntug <tu Milestone recovery (Time yt^trh<) le fvt<

fhJtle hnuNu lne su bwsclu Nh< nJu vAelt ftbbtk htFJtle hnuNu. Yt bwscltu ybj ntjbtk atjw

ftbbtk <&t su ftblwk Vtglj cej cluj l ntug <uJt ftbbtk fhJtlwk sYh sKtg <tu yt ykdu

Bgw.frbNlh©ele sYhe bkswhe bu¤JJtle hnuNu.

2. y.Bgw.ftu. îtht Rsluh Ft<t îtht bkdtJJttbtk ytJ<t rmrJj ftbtult xuLzhbtk (1) stu xuLzh mekdj-cez

vræ^r<&e bkdtJuj ntug ylu xuLzhle hfb 50 jtF&e ytuAe ntug <tu xuLzhle Jujezexe vehegz 90 rœJm

yLtu xuLzhle hfb 50 jtF&e J^w ntug <tu xuflefj cez FtuÕgt <theF &e xuLzhle Jujezexe vehegz

rœJm <&t (2) stu xuLzh xw-cez vræ^r<&e bkdtJuj ntug <tu œhuf rfMmtbtk xuflefj cez FtuÕgt <theF &e

xuLzhle Jujezexe vehegz 120 rœJm Au.

3. su ftuLx[t¾xhtu ze, R-1 ylu R-2btk ytJ<tk ntug <uytulu Yt.1.00 fhtuz mw^elt ftbtu btxu ltKtk Ft<tlt

mh¾gwjh lkch 43, <theF 17/10/2012 btk mwaÔgt bwscltu ybj fhJtltu hnuNu.

CONTRACTOR'SSIGNATURE Add.C.E. (South Zone)

FORM OF BANK GUARANTEE

(hereinafter called the Tenderer) is desirous and preferred to tender for works in accordance with the terms

and conditions of tender for the work of

1 .Therefore. We hereby affirm that -we are guarantors on behalf of the Tenderer up to

(in figures) and we undertake to pay to Municipal Commissioner, Ahmedabad Municipal Corporation, A'bad

specified up to his first written demand, without demur without delay 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 he less than 180 days from the stipulated date of receiving the tender) we shall be

discharge form all liabilities under the guarantee thereafter.

3. We undertake not to revoke the guarantee during it currency except with the previous consent of the

Municipal Commissioner, Ahmedabad Municipal Corporation, A'bad in writing.

4. We lastly undertake not to revoke the guarantee for any charge in constitution of the Tenderer or of the

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.

Signature of Contractor Add.C.E. (South Zone) Dy. Municipal Commissioner (S.Z)

Date Ahmedabad Municipal Corporation

TECHNICAL SPECIFACATION

Item No. Excavation for pipe line trenches for water supply, sewerage line, 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.

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

satisfactory disposal of all excavated materials and necessary for the construction of

roadway, side ditches and water ways, in accordance with the requirements of those

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

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

disposal of unsuitable cut materials in specified manner the training and finishing of the road

Construction operations :

After the site has been cleared, the limits of excavation shall be set out true tolines,

curves slopes grades and sections as shown on the drawings or as directed by the Engineer.

The contractor shall provide all labour survey instruments and materials, such as strings,

pegs, nails, bamboos, stones, lime mortar, concrete etc. required in connection with the

setting out of works and establishment of bench marks. The contractor shall be responsible

for the maintenance of bench marks and other marks and stacks as long as they required for

work in the opinion of the Engineer.

Excavation – General :

All excavation shall be carried out in conformity with the directions laid here in

under and in a manner approved by the available from excavation aresatisfactorily utilized

as decided upon before hand.The earthen shoulders of the road shall be excavated to match

the profile or the chamber of the asphalt road. The excavation shall conform to the lines,

grades side sloes and levels shown on the drawings or as directed by the Engineer. The

contractor shall not excavate outside the slopes or below the established grades or loosen

material outside the limits of excavation.Subject to the permitted tollerance any excess

depth excavated below the specified levels on the roadway shall be made good at the cost of

the contractor with suitable material of similar characteristics to that removed and

compacted to the requirements. All debris and loose material on the slopes of cuttings shall

be removed. No back filling shall be allowed to obtain required slopes excepting that when

boulders or as directed by the Engineer. While doing so, care shall be taken to see the no

portion of the existing payment, pavement

designated to the retained, is loosened or dis-loosened or disturbed.

Dispose of Excavated Material :-

If there be any stone in the excavated materials, suitable for rubble packing, road

metal or for building or any other Municipal purposes, it shall be separated and stated

above, and without extra charges.

Preservation of Property :

The contractor shall take all reasonable precautions for the protection and

preservations of any or all existing road side trees, drains, sewers or other subsurface drains,

pipes, conduits and any other structure under or above ground. the excavation for the road

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

The mode of measurnment shall be on Cmt basis.

Refilling the pipeline trencheds incl. ramming, watering, consolodating desposal of

surplus stuff as directed within a radius of 3 km.(GWSSB SOR 2022-23) SECTION : 1 & 2.B -

LABOUR It.No.14, Pg.No.40

The mode of measurnment shall be on cmt basis.

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

excavated rock ,fly ash,aggregate of any kind etc. comp.up to 5.0 Km. and 10.00 Km. lead

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

a place within average 5 km & up to 10 km distance as directed and shall be dressed as

ordered by the Engineer, so as not tocause any in convenience to the public or traffic. Failing

which in view of public as safety and trafficconvenience the Corporation shall carry out the

work by any other agency at the contractor's risk and cost. If theinstructions are not

complied within 7 days from the date of order to cart the surplus materials and clear site,

thesaid work shall be carried out by the Municipal Corporation at the risk and cost of the

contractor and so claim ordispute entertained in this respect.

Payment shall be done in cmt. basis.

Providing and supplying Lowering, laying and jointing ISI marked only standard

length Stonewate pipes in standard lengths of following class and diameter 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. including all taxes,insurance, transportiton, fright charges, octroi,inspection

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

The mode of measurnment shall be on Rmt basis.

Providing and supplying ISI Standard RCC 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 .

Class NP3 Test pressure 0.7 Kg/Sq.Cm

The mode of measurnment shall be on cmt basis.

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 ISI code. (GWSSB

SOR 2022-23) SECTION : 1 & 2.B - LABOUR It.No.11 b-6,10,11,13 Pg.No.39

The RCC pipes shall be procured as per ISS for B class type specifications using best

materials, first classworkmanship as per IS 458/1971.The proportion of concrete shall be one

part of cement to 2 parts sand and 4 parts of black trap agg.mix of suitablesize to as to

produce unifrom concrete through out thickness of the pipes.Reinfprcement in from of bars

straight and class wise shall be provided as per IS 458 clasifications.RCC spunpipe collars for

the pipes shall be made in the same manner. The internal dia meter of the collar shall

besufficiently large to allow a perfect joint around the outside of the pipes with cement

mortar and other plasticmaterials.Pipes shall be laid are fully into trenches and shall be made

to rest evenly on specially prepared formation or onconcrete bed and for the purpose to extra

rate shall be given making extra excavation for bed and in the sides of the trenches.All joints

shall be thoroughly fitted using spun yarn of approved quality for the groove in the lenght. For

eachjoint yarn shall be dipped in hot asphalt.The joint shall be properly cleaned and moistered

and the coller shall bekept in position by means of wedges.Semidry cement mortar of pro.1:1

shall be forced into joints and chucked completely by means of special cutting tools until the

whole space is full. The mortar shall be sprayed around thecollar joints so as to completely

encase the joints.After the joints have throughly set.The Engineer or his Assistant may inspect

the joints, and if the has any doubt as to their soundness be may required the contractors to

cut open and clear away the cement of any joint that he may select and to make good the

same at their expenses provided that, unless some defect be found, they shall be required to

open more than one joints in 18mt(60')of pipe, through if defected be found the Engineer

direct them to open as many joints as following day and the cement may has sufficient time to

set well before being covered up.Trenches shall not be filled until alignment and levels are

examinied by the Engineer or his sub ordinates and the permission for refilling is granted.

As per Item and instructed by engineer incharge.

The mode of measurnment shall be on Rmt basis.

a. 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 & excluding the cost of chamber

seat cover etc..completed.

Constructing Slab Type 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 & Outside 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 Cm 1:5, Rcc Slab In Cc 1:1.5:3,

Including Centering & Reinforcement But Excluding The Cost Of Chamber Seat Cover

Etc.Completed. (A) 0.60 X 0.45 Mt. Size Inside Clear, Depth From 0.0 To 0.90meter For Pipe

Dia <=150mm. and (B) 0.75 X 0.75 Mt. Size (Inside Clear) Depth From 0.0 To 1.20 Meter For

Pipe Dia <=230 Mm

The mode of measurnment shall be on cmt basis.

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

Brick Bats Cement Concrete (1:5:10), Cc Channel (1:2:4) Finished, 15 Mm Thick Cement

Plaster Inside & Outside (Only For Shaft) In Cm 1:3, Finishing With Cement Slurry, P/F

Mm Dia M.S.Steel Hdpe Coated Steps 35 Cm C/C At 35 Cm Staggered Masonary In Cm

1:5, Rcc Slab In Cc1:1.5:3, Including Centering & Reinforcement But Excluding The Cost

Of Machinehole Seat Cover Etc..Completed.

Constructing Slab Type M.H. Chamber Of The Following Size Including Excavation,

Refilling, Brick Bats Cement Concrete (1:5:10), Cc Channel (1:2:4) 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

Cm 1:5, Rcc Slab In Cc1:1.5:3, Including Centering & Reinforcement But Excluding The

Cost Of Machinehole Seat Cover Etc..Completed. Of Size 0.75 X 1.00 Meter (Inside Clear)

& Depth 1 To 2 Meter and Of Size 0.75 X 1.00 Meter (Inside Clear) & Depth 2 To

Rate reduction over item of Constructing Slab Type M.H. Chamber of size 1.00 x 0.75 mt

for constructing slab @ depth more than 0.60 mt below Ground Level (Max. 3 unit of DM

should be reduced in this item)

Rate reduction over item of Constructing Slab Type M.H. Chamber of size 1.00 x 0.75 mt for

constructing slab @ depth more than 0.60 mt below Ground Level (Max. 3 unit of DM should

be reduced in this item)

Constructing Slab Type M.H. Chamber of following size incl. excavation, refilling brick bats

cement concrete (1:5:10) for foundation C.C. channel (1:2:4) finished, 15 mm. th.cement

plaster inside & outside (Only For Shaft) in C.M.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 Masonry in C.M. 1:5, R.C.C

slab in C.C. 1 : 1.5 : 3 including centering and reinforcement but excluding cost

ofmachinehole seat cover etc. complete Of size 1.00 x 1.40 mt. (inside clear) and Depth

from 0.00 to 2.00 mt. For pipe dia<= 800 mm dia(App.Rate) (A) 1.00 to 2.00 meter depth,

(Drainage SOR 2009-10, M.H.Chamber, Item No.131, Page No. 33) (B) 2.00 to 3.00 meter

depth, (Drainage SOR 2009-10, M.H.Chamber, Item No.132 Page No. 33)

The sewet trench shall be excavated to the alignment and gradient shown on the

plan and section. In all storts soil including oil masonary asphalt roads and wet. excavation .

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

continued upto the gradient as directed. The trench shall not open more than 60 meters in

advace 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 suing sight rails and bonning roads shall be adopted during the whole of the

process. The center 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 bonning road of

appropriate length and also straight edge.The bed of the trench be shall well remmed before

starting laying of sewer ines and cement concrete and masonary work.Where trenches are

deep in bad grounds the sides shall be supported by suitable imbering of shorting

worklooking to the nature of soil near big or important structures, the sides of the trenches

shall be closely and securely timbered. If any settlement of the building is anticipated the

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

stacked so that in refilling the may be relaid 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 one side and preserved for reinstatement. The

excavated earth shall not heaped near the trenchers so as to caused unnecessary

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

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

placed at each end at intervals as instructed and further protested by rope fence. Necessary

caution boardsshall also be erected and diaced as directed by the Engineer in charge.

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

placed nearer than 3 metersfrom the outer edge of the excavated trench. 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 remming of the filling shall be done and

well watered. The surplus earth shall be removed directed within 30 meters lead. The

measurement of the work shall be exact length and width of the trench as specified or as per

City Engineer instruction and depth shall be measured vertical as per section upto invert or

the pipe lind The City Engineer reserves the right of extra excavation on either side if

considers necessary for the safely of the work.The bottom and sides of the trench shall be

dressed in level and plumb in all directions before any concrete in India. 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 be concrete of filling or other

acceptable materials as directed by C.E. at contractor won cost so as to come to proper

information, in case bas formation are met with the work shall have be done as per

instruction of C.E. necessary arrangements for watering trenches must be provided be

contractor and without proper watering trenches will not be allowed to be tilled to further.

Contractor shall have to make arrangement for acees to invert of the sewer and for

inspection of the ware as ordered by the Engineer. If is required to shired or after the

alignment section of diameter of the pip the contractor shall carry or altered the alignment

section or 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 case no work shall be done at night or on Sundays & other

holidays and during the recess time exceptin and other holiday the case of bad grounds such

as running sand where the work must be executed various daynight without intruption when

so ordered by the Engineer.

All existing water pipe storm drains sewer line railway tract, electric cables etc. which do not

in the opinion of Engineer required to be charged 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 cables and to private property during the

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

thedeposit of work whenever it becomes necessary in the opinion of the Engineer in charge

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 of public utility etc. shall be kept accessible for use. No extra payment shall

be made for land sides and side slopes done without prior approval of the Engineer in

charge. Wherever natural soil commends winder excavation the mentioned above the same

shall be given after approved C.E. 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 the layers

of 0.50 metrs. Further refilling shall be done there after 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 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 contactor either in cost or from his payment through bills.

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 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. The mix shall be done in prop. of 1 : 5 :10.

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

water shall confirmM-1.

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

part of sand and 10 parts of coarse agg. by volume. 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 PWD Hand book specifications, cement mortar in the brick work

shall be 1 part of cement, 5 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 intrades 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

dimention & 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 three days after the date of completion.

Providing and laying cement concrete 1:2:4

(1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size)

In general, plain and reinforced concrete work for machineholes shall be carried out in

accordance withlatest version of IS 456 unless otherwise specified in this specification. The

slab of machinehole shall be cast withshutters lined with plywood and shall be smooth

finished. For avoiding surface cracks due to variation in atmospheric temperature and

exposure to direct sunlight, RCC slab of machineholes after casting shall be kept wet. M

grade of concrete used for construction of RCC machineholes shall have minimum cement

content of 360 kg/cum of concrete. Bar bending schedule forreinforcement shall be

prepared by contractor and got approved from owner/ engineer before proceeding with

thework. Minimum cover to the reinforcement shall be 40 mm. The rate includes cost of all

labour, materials, tools and plant etc. required for satisfactory completion of this item as

described above.& the drawing as per A.M.C Dr. S.O.R shall be final. The rate shall be for a

unit of one number basis.

Providing TMT bar.

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

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

shows as on thedrawings or as directed.Steel shall be clean and free from rust and loose mill

scale at the time of fixing in position andsubsequent concreting.Reinforcing steel shall

conform accurately to the dimensions given in the bar bending schedules shown on relevant

drawings. Bars shall be bent cold to specified shape and dimensions or as directed using a

proper bar bender, operated by hand or power to attain proper radius of bends. Bars shall

not be bent or straightened in amanner that will injure the material. Bars bent during

transport or handling shall be straightened before being used on the work. They shall not be

heated to facilitate bending. Unless otherwise specified, a ‘U’ type hook at the end of each

bar shall invariably be provided to main reinforcement. The radius of the bend shall not be

less than twice the diameter of the round bar and the length of straight part of the bar

beyond the end of the curve shall be at least four times the diameter of the round bar. In

case of bars which are not round and in case of deformed bars, thediameter shall be taken

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

encased to prevent any splitting of the concrete. All the reinforcement bars shall be

accurately placed in exact position shown on the drawing and shall be securely held in

position during, metal hangers, supporting wires or other approved devices at sufficiently

close intervals,. Bars shall not be allowed to sag between supports nor displaced during

concreting or any other operations of the work. All devices used for positioning shall be of

noncorrodible material. Wooden and metal supports shall no extend to the surface of

concrete, except where shown on drawings. Placing of broken stone orbrick and wooden

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

used. Layers of bars shall be separated by spacer bars, precast mortar blocks or other

approved devices.reinforcement after being placed in position shall be maintained in a clean

condition until completely embedded inconcrete. Special care shall be exercised to prevent

any displacement of reinforcement in concrete already placed.AMC- DRAINAGE/SWD PIPE

LINE TENDER Page 28To prevent reinforcement from corrosion, concrete cover shall be

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

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

be protected by a thick coast of neat cement grout.Bars crossing each other where required

shall be secured by binding wires (annealed) of size not lessthan 1 mm in such manner that

they do not slip over each other at the time of fixing and concreting.As far as possible, bars

of full length shall be used. In case this is not possible, overlapping of bars shallbe done

directed. When practicable, overlapping bars shall not touch each other, but be kept apart

by 25 mm or1.25 mm times the maximum size of the coarse aggregate whichever is greater

by concrete between them. Where not feasible, overlapping bars shall be bound with

annealed wires not less than 1 mm thick twisted tight. The overlaps shall be staggered for

different bears and located at points along the span where neither shear nor bending

movement is maximum. Whenever indicated on the drawings or desired by the Engineer- in-

charge, bars shall be joined by coup lings which shall have a cross-section sufficient to

transpit the full stresses of bars. The ends of the bars that are joined by coupling shall be

upset for sufficient length so that the effective cross section at the base of threads is not less

than norma l cross-section of the bar. Threads shall be standard threads. Steel for coupling

shall conform to I.S. 226When permitted or specified on the drawings, joints of

reinforcement bars shall be butt-welded so as totransmit their full stresses. Welded joints

shall preferably be located at points when steel will not be subject to more than 75 percent

of the maximum permissible stresses and welds so staggered that at any one section not

more than 20 percent of the rods are welded. Only electric are welding using a process

which excludes air from the molten metal and conforms to any or all other special provisions

for the work shall be accepted. Suitable means shall be provided for holding bars securely in

position during welding. It shall be ensured that no voids are left in welding and when

welding is done in two or three stages, previous surface shall be cleaned properly. Ends of

the bars shall be cleaned of all loose scale, rust, grease, paint and other foreign matter

before welding. Only competent welders shall be employed on the work. the M.S. electrodes

used for welding shall conform to I.S. 814. Welded pieces of reinforcement shall be tested.

Specimen shall be taken from the actual site and their number and frequency of test shall be

R.C.C. Bedding :

Cement concrete for the bottom portion of machinehole 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

Cement Plaster :

Cement plaster 15 mm thick shall be done using cement mortar of 1 part of cement

& 3 parts of sand in uniform thickness with surfaces trely 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 machineholes including soffit

of the arch shall be provided with cement plaster.

FRC machinehole cover with seat to be set in cement mortar with cement concrete of 1 : 2 :

4 prop. alround. FRC cover shall be marked with year mar AMC. etc. & arrow showing the direction

of flow.Foot steps shall be of the best quality PVC as specified above true to dimensions. The rate

includes mixing the same in position as directed PVC foot steps of approved design and quality shall

have to be fixed if so ordered by C.E. without extra charges. PVC steps shall be fixed at interval of

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

Mode Measurment

The mode of measurement shall be on Nos.

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

mt. (inside clear) and Depth from 4.00 to 5.00 meter depth,

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 4.00 to 5.00 meter depth,

Rate reduction over item of Constructing Slab Type M.H. Chamber of size 1.00 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)

Rate reduction over item of Constructing Slab Type M.H. Chamber of size 1.00 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)

Dismantling of existing Arch type machinehole up to Arch and then Const. Slab type

machinehole 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, including Cantering & reinforcement as directed

by engineer in charge. Rate includes carting of debris and excavated soil (A) 1.00 x 0.75 mt (inside

clear) RCC Slab of thickness 15 C.M& reinforcement (Single jalli at 15 C.M. c/c bothway 10 mm dia.)

From 0 to 2 mt depth (Slab at Ground level).(B)1.00 x 0.75 mt (inside clear) RCC Slab of thickness

C.M& reinforcement (Single jalli at 15 C.M. c/c bothway 10 mm dia.) From 2 to 3 mt depth (Slab at

below 1.00 mt. From G.L.)(C)1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM &

reinforcement (double jalli at 15 C.M. c/c bothway 10 mm dia.) From 0 to 2 mt depth (Slab at

Ground level)(D)1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM & reinforcement (double

jalli at 15 C.M. c/c bothway 10 mm dia.) From 2 to 3 mt depth (Slab at below 1.00 mt. From

G.L.)(E)1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM & reinforcement (double jalli at

C.M. c/c bothway 10 mm dia.) From 3 to 4 mt depth (Slab at below 1.00 mt. From G.L.)

Dismantling of existing Arch type machinehole up to Arch and then Const. Slab type

machinehole 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, including Cantering & reinforcement as directed

by engineer in charge. Rate includes carting of debris and excavated soil (A) 1.00 x 0.75 mt (inside

clear) RCC Slab of thickness 15 C.M& reinforcement (Single jalli at 15 C.M. c/c bothway 10 mm dia.)

From 0 to 2 mt depth (Slab at Ground level).(B)1.00 x 0.75 mt (inside clear) RCC Slab of thickness

C.M& reinforcement (Single jalli at 15 C.M. c/c bothway 10 mm dia.) From 2 to 3 mt depth (Slab at

below 1.00 mt. From G.L.)(C)1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM &

reinforcement (double jalli at 15 C.M. c/c bothway 10 mm dia.) From 0 to 2 mt depth (Slab at

Ground level)(D)1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM & reinforcement (double

jalli at 15 C.M. c/c bothway 10 mm dia.) From 2 to 3 mt depth (Slab at below 1.00 mt. From

G.L.)(E)1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM & reinforcement (double jalli at

C.M. c/c bothway 10 mm dia.) From 3 to 4 mt depth (Slab at below 1.00 mt. From G.L.)

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

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

repaired as per instructions. etc..complete. a. 150 mm to 300 mm dia. b. 400 mm to 600 mm dia.

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

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

repaired as per instructions. etc..complete. a. 150 mm to 300 mm dia. b. 400 mm to 600 mm dia.

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.

150 mm to 300 mm dia. and 400 mm to 600 mm dia.

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.

150 mm to 300 mm dia. and 400 mm to 600 mm dia.

Repairing damaged M.H. and rasing M.H. up to road levelincl. removing damaged brick

work and repairing by brickmasonry 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

As per Item and instructed by engineer incharge.

Payment shall be done in No. basis

Providing Kachcha or pakka dummy in the following dia pipesand removing the same after

the connecting of the work as per instruction 100 mm to 300 mm dia. and 350 mm to

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. 150 mm to 300 mm. The M/s shall be on No. basis

Supplying, labour for break down repairing work for activities like excavation, disliting,

debris from trench back filling etc. comp. as directed by Eng.in charge. Mazdoor at day

/Night and Makadam/ supervision at day / Night

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

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

includingstacking of serviceable materials and disposal of unserviceable material etc. comp.

as directed.no labourer shall be of age 18 years or below. contractor is required not to

supply any childlobour.Supervisor or mukkadam shall be supplied as per the in struction of

Engg in charge.

M/s. shall be on No. basis.

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

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

allowed for non working condition of machinery )

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 )

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)

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)

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) ( Based on Previously approved rate by C E sir )

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) ( Based on Previously approved rate by C E sir )

Item No. Hiring of tractor with trolley considering 8 Hrs. as working day hours incl.Driver

Hiring of tractor with trolley considering 8 Hrs. as working day hours incl.Driver

Item No. 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

mm thick IPS flooring in the prop M15 at bottom and 15 mm thick cement plaster inside the

catch pit in the proportion of CM (1:3) with out jali etc. comp. as directed. (As per R.A. Based

on Building SOR 2015-16)

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

mm thick IPS flooring in the prop M15 at bottom and 15 mm thick cement plaster inside the

catch pit in the proportion of CM (1:3) with out jali etc. comp. as directed. (As per R.A. Based

on Building SOR 2015-16)

Item No. Providing F.R.C. MH seat cover incl. carting to the work site etc. comp. Directed.

(A) F.R.C. Extra Heavy Duty (EHD-35) Machinehole Covers & Frames Cover : 728mm ø &

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

mm wide MS flat should be well embed in concrete to protect the edges of frame. FRC

E.H.D.-35 machinehole cover & frame described as above

(B) FRC heavy duty cover size 730 mm. & 90 mm thick circular cover 20 M.T. design load and

frame size 560 mm clear opening size 890 x 890 x 120 mm.

(C) FRC medium duty cover size 670 mm dia & 70 mm thick 10 M.T. load design and frame

size 560 mm clear opening outer size 780 x 780 x 120 mm

(D) FRC medium duty Chamber seat cover (FRC) cover 706 x 556 x 50 mm rectangular cover

frame size 600 x 450 mm clear opening outer size 816 x 666 x 100 mm (MD-10)

(E) FRC light duty Chamber seat cover (FRC) cover with rectangular frame (LD-2.5)

As per Item and instructed by engineer incharge.

Payment shall be done in No. basis

Set F.R.C. Strom Water Grating Grating(Jali): 740 x 740 x 90mm square jali, 10:00 MT load

design, 90x2mm MS flat allround, Frame: 600 x 600mm clear opening, outer size- 900 x

x 165 mm. On the upper periphery of frame 25 x 3mm wide MS flat should be well

embded in concrete to protect the edges of frame (Based on Central Store Rate)

Set F.R.C. Strom Water Grating Grating(Jali): 740 x 740 x 90mm square jali, 10:00 MT load

design, 90x2mm MS flat allround, Frame: 600 x 600mm clear opening, outer size- 900 x

x 165 mm. On the upper periphery of frame 25 x 3mm wide MS flat should be well embded

in concrete to protect the edges of frame (Based on Central Store Rate)

CONTRACTOR'S SIGNATURE Add.C.E. (South Zone)