Laying New Drainage line and upgradation work and Repairing Chamber/MH in parihar nagar, shyamnagar ,Vidyanagar and Diff.Chawls Regarding Pollution work in Kubernagar ward in North zone.(ARC)

17.03.2026 Up to 17.00 hrs. in O/o Asst. Manager (North Zone). The technical bid shall be

opened online on Dt.- 19.03.2026 at 11.00 hrs. Any change / correction / corrigendum in

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

before 24 hours of submission of their tender.

Assistant Manager (North zone), Ahmedabad Municipal Corporation

North Zone Office Building, Memco-Naroda road, Ahmedabad

Deputy Municipal Commissioner

Deputy Municipal Commisioner

AHMEDABAD MUNICIPAL CORPORATION

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

MEMORANDUM OF WORK

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

Drainage line and upgradation work and Repairing Chamber/MH in parihar nagar,

shyamnagar ,Vidyanagar and Diff.Chawls Regarding Pollution work in Kubernagar ward in

North zone.(ARC)

1 Name of work :- Laying New Drainage line and upgradation work and

Repairing Chamber/MH in parihar nagar, shyamnagar

,Vidyanagar and Diff.Chawls Regarding Pollution work in

Kubernagar ward in North zone.(ARC)

2 Time Limit 12 MONTHS

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

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

register with any other state Govt. or institutions.

5 Estimated Cost put to Rs.

6 Tender fees Rs.900/-- Demand Draft in favour of Municipal Commissioner,

(Non refundable) Ahmedabad)

7 Earnest Money Deposit Rs.10000/- (Demand Draft or pay order or Bank Guarantee in favor

of Municipal Commissioner, AHMEDABAD/) To be submitted as

prescribed in 8.0 below. Demand Draft or Bank Guarantee shall be

from Nationalized Bank / Scheduled Bank and valid for 120 days.(As

per AMC finance dept. circular No-5 Dt.5/5/07 & F.D. Circular No.

Dt. 7/08/2010) & attached ANNEXURE - 1 finance dept. circular No -

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

Tender Fees Tender as described in the invitation of tender and submitted to

Assistant Manager (NORTH zone) , Rajiv Gandhi Bhavan, Memco-

Naroda Road, Ahmedabad To be Submitted Physically As per N.I.T

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

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

Road, Ahmedabad Municipal Corporation, Ahmedabad

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

Demand Draft / Local MICR Cheque.(As per Annexure-I)

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

Tender Documents bid should be submitted physically also in sealed envelope systems

By RPAD/Speed post/ Hand Delivery in sealed covers in Duplicate

(One Original & One Duplicate) Each part shall be separately duly

sign & seal by contractor .

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

of liquidated damages for delay in completion of work will be 10% of

the Contract Price rounded of to the neared thousand.

13 Deduction of Retention Retention

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

will be released along with release of payment of Final Bill.

14 Place of Arbitration Ahmedabad

15 Language of Arbitration English

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

from each bill for labour

welfare fund (non-

17 Terms, Condition, & All general condition of contract of Form B1 condition of contract

Specification shall be applicable..

18 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

(b) for all works costing more than Rs. 50,000 and upto Rs. 1 crore

(amount put tender), the period shall be 6 months from the certified

date of completion or one monsoon, whichever is later.

(c) for major projects costing more than Rs. 1 crore, the period shall be

12 months from the certified date of completion which should include

(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.

19 Time permitted to start Whenever a work is allotted by Engineering staff, whether minor or

parts of work major of part thereof of any amount, the contractor shall be bound to

start the works within 48 hours of intimation of work. Communication

done telephonically via SMS, Via Whatsapp and through letter / E-mail

shall be considered legal and binding for the same. Failure of comply to

start the works in 48 hours of intimation as above by contractor the

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

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

above 10 Lakhs and upto 30 Lakhs), (3) Rs.5000 per day (for all tenders

amounting above 30 Lakhs). Three times failures by contractor shall

make contractor responsible to be black listed unless and otherwise

justified properly in writing / binding within 15 days of last notice of

20 Compensation for Delay 10% of Remaining work (As per Circular)

21 Addendum/Corrigendum Addendum/Corrigendum If any Shall be Published 48 Hrs. Price To

the Final Submission Time And Date. The Same Shall From a part Of

Tender And The Same As to be Attached Along With The Tender

22 EPF Act As per Acoount Department circular no-37 Date:09/08/2018

23 GST GST will be paid extra by AMC/Authority at prevailing rate to the

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

tenders without assigning any reasons there of.

Seal and Signature of the Bidder Addl.City Engineer

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

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

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

Sr. Name of Works Approximate Earnest Completion

No. value of works Money Period

(Rs.) Deposit (Rs.)

1 Laying New Drainage line and upgradation work Rs.10,00,000.00 Rs.10000.00 12 MONTHS

and Repairing Chamber/MH in parihar nagar,

shyamnagar ,Vidyanagar and Diff.Chawls Regarding

Pollution work in Kubernagar ward in North

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

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

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

Pay Order from any Nationalized Bank in favor of MUNICIPAL COMMISSIONER, Ahmedabad, payable

at Ahmedabad, which shall be non refundable. The Details of Tender fees shall be submit with scan

copy at the time of Quoting price bid of the tender and Physically to be submitted along with

technical bid Vol.-1 with other enclosure.

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

above Table payable at Ahmedabad and drawn in favor of MUNICIPAL COMMISSIONER, Ahmedabad,

payable at Ahmedabad,. Earnest Money Deposit will have to be specified in Clause 2 of Financial

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

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

6. The Bids will be opened on As per N.I.T at the office of Addl.City Engineer (N/Z) , 1st Floor, Rajiv

Gandhi Bhavan, Ahmedabad Municipal Corporation, Memco-Naroda road, Ahmedabad-25. in the

presence of bidders or their representatives who choose to attend. In the event of the specified date

of bid submission/opening being declared a holiday for the Employer, the bids shall be received

/opened on the next working day at the same place and the same time.

TERMS & CONDITIONS

( A ) INSTRUCTIONS TO BIDDERS (ITB)

( B ) GENERAL TERMS & CONDITIONS

( C ) FINACIAL TERMS & CONDITIONS

( D ) MAIN CONDITION / FETURES OF THE WORK

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( A ) INSTRUCTIONS TO BIDDERS (ITB)

1. Procedure for Submission of Tender

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

and all other details as asked in the tender.

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

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

Hand Delivery in duplicate. This envelope shall be sealed in an outer envelope. The Bid envelopes shall

be marked as follows:-

➢ Tender Document Vol.

➢ Registration certificate of class

➢ Power of Attorney

➢ Personal Details

➢ Enclosures as asked in tender

➢ Technical specifications duly sign by contractor.

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

Assistant Manager, North Zone,

1st Floor, Rajiv Gandhi Bhavan,

Memco-Norada Road,

d).Bear the following identification:

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

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

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

for the misplacement or premature opening of the bid.

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

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

incomplete information has been provided will not be considered for evaluation. The Bidder may

attach separate sheets if so required. However, the final bound document submitted, has to be

submitted in vertical A4 size (210 mm X 297 mm) except Form of Bids.

2. Assessment of Submission

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

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

announce the names of bidders in the presence of bidders or their representatives who choose to

attend on the date and time mentioned in the IFB. In the event of specified date of bid opening being

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

on the next working day.

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

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

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

may consider appropriate.

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

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

for Bid and has not been furnished in the form, the bid shall be rejected by the Employer as non-

responsive and the Tender volume will be returned to the bidder.

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

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

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

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

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

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

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

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

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

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

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

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

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

deviation or reservation.

3. Evaluation and Comparison of Tender volume

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

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

accordance with Clause 5(General Terms and Condition).

4. Procedure for Tender Opening

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

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

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

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

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

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

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

provisions of Clause 5(General Terms and Condition).

6. Notification of Award

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

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

This letter shall name the sum which the Employer will pay the Contractor in consideration of the

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

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

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

deposit security deposit / Bank Guarantee with in 15 days after receiving letter of Indent. Time

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

8. Clarification of Bids

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

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

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

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

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

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

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

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

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

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

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

may result in the rejection of his bid.

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

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

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

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

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

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

agents from and against all liability in respect thereof and will be responsible for death or personal

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

result of the inspection.

Seal and Signature of the Bidder Addl.City Engineer

Date: (North Zone)

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( B ) GENERAL TERMS & CONDITIONS

1. Scope of Bid

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

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

detailed in the table given in the IFB.

1.2 The Works consist of:

Laying New Drainage line and upgradation work and Repairing Chamber/MH in

parihar nagar, shyamnagar ,Vidyanagar and Diff.Chawls Regarding Pollution work in

Kubernagar ward in North zone.(ARC)

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

3. Eligible Bidders

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

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

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

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

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

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

Employer shall reasonably request.

4. Eligible Material, Equipment and Services

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

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

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:

3 Local office address (if any):

4 Telephone/ Contact:

5 E-mail address:

6 Place of incorporation/registration:

7 Year of incorporation/registration:

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

5.3 Disqualification

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

following reasons:

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

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

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

8. Language of Bid

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

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

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

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

of the bid, the English translation shall prevail.

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

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

submitted online by the bidder.

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

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

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

10. Bid Validity

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

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

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

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

and the responses thereto shall be made in writing or by fax. A bidder may refuse the request

without forfeiting his bid security. A bidder agreeing to the request will not be required or

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

period of the extension, and in compliance with Clause 2 ( Financial Terms & Conditions) in all

11. Format and Signing of Bid

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

Instructions to Bidders.

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

authorized to sign on behalf of the bidder.

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

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

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

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

Occupations and addresses shall be printed below their signatures.

12. Deadline for Submission of Bids

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

specified in the IFB.

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

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

❖ “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

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

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

conditional tenders, will be rejected.

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

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

directly deducted from the contractor's outstanding.

19. Administrative Conditions:-

• Safety and Signage

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

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

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

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

safety in charge personnel shall be provided with florescent jackets.

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

for proper working at site including traffic signages, safety cones, traffic blinkers, barricading tapes,

red and green flags etc for making easy smooth and safe conditions for the traffic. The Contractor

shall and must provide above at his own cost.

• Liaison with local authority for electrical connections for the AMC

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

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

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

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

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

Seal and Signature of the Bidder Addl.City Engineer

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

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

the bidder has furnished the required performance security and signed

2.4 Earnest Money Deposit may be forfeited

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

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

i) furnish the required Performance Security or

ii) sign the Agreement.

3. (A) Security Deposit :-

Within 15 (Fifteen) days of the date of receipt of the Letter of Acceptance, the successful bidder

shall deliver to the Employer, a Initial Security Deposit in the form of a Bank Guarantee for an

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

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

format shall be issued from any Nationalized or RBI approved foreign bank having net worth of

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

(C) Retention :-

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

along with release of payment of Final Bill.

4. Approved Bank: - As per AMC finance March -31 Circular No-10, Dt.05.08.2024

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

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

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

by Municipal Commissioner.

9. Tax, Duties on Materials

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

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

contractors. GST will be paid extra by AMC/Authority at prevailing rate to the Contractor.

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

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

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

comparison of bids by the Employer shall be made accordingly.

Seal and Signature of the Bidder Addl.City Engineer

Date: (North Zone)

AHMEDABAD MUNICIPAL CORPORATION

Tender form B-1

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

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

Note binding on the contractors

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

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

on the contractors unless specifically mentioned about it hereunder in clause no.15 to

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

“wherever written.

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

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

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

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

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

Municipal Corporation”

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

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

“NOTICE INVITING TENDERS” may be read as under-

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

New Drainage line and upgradation work and Repairing Chamber/MH in parihar nagar,

shyamnagar ,Vidyanagar and Diff.Chawls Regarding Pollution work in Kubernagar ward in

North zone.(ARC) Ahmedabad.OF AHMEDABAD CITY Point No.3 : The class of contractor shall be as per

Memorandum of Works in Brief.

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

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

“ADDITIONAL INSTRUCTIONS TO PERSONS TENDERING” shall be read as under-

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

10. DECLARATION FORM & DECLARATION CERTIFICATE are given separately in Tender Document

and it shall be applicable.

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

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

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

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

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

tender documents.

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

elsewhere in the tender documents.

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

Seal and Signature of the Bidder Addl.City Engineer

Date: (North Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL CONDITION

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

Engineer-in-charge.

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

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

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

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

Indian Standards shall be referred to.

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

following limits:

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

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

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

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

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

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

17. Lift shall be measured from plinth level.

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

shall be deemed to be included there in.

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

form of a designation containing the number of the specification of the material and prefix 'M' e.g. 'M-5'.

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

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

work found defective at a later date.

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

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

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

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

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

fitness for the work.

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

work within 24 hours.

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

good working condition on the site of the work.

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

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

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

working condition on the site of the work.

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

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

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

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

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

towards testing charges is separately made.

INSTRUCTION TO TENDERERS

TENDER VALIDITY PERIOD:

The tender shall be kept valid for acceptance for a period of Twelve Hundred Calendar days (120)

from opening of price bids.

SECURITY DEPOSIT

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

Corporation Security Deposit of 5% (five percent) of the contract price cheque or Bank Guarantee, pay order, or

demand draft of Nationalized Banks and Schedule Banks approved by AMC only.

Seal and Signature of the Bidder Addl.City Engineer

Date: (North Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL CONDITION

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

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

10days of issuance of Letter of Intent, time limit shall be counted from that date. If S.D is given

after 15 days of issuance of letter of intent, contractor shall be finned Rs. 200/- per day of delay

and shall be deducted from contractor’s bill. In this case time limit shall start latest by the 10th

day of letter of intent, Security Deposit of 5% of tender amount shall be deposited by pay order,

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

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

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

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

3. Conditional tender shall not be accepted

4. Tender validity period is 120 days from the date of opening of tender

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

tender to be accepted and awarded.

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

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

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

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

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

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

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

will be responsibility of contractor to safe guard the labours against any accident or damage of

lives. In case of police complain, Contractor shall be held responsible for negligence. In case of soil

/land collapse, contractor shall be held responsible for not supporting the soil suffering with

strutting, shuttering Contractor shall safeguard the labour before allowing the labour to enter in

excavated or other site. In case of accident to labours, contractor shall be held responsible for

police complain against him. AMC’s staff shall be responsible for any accident at the site of the

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

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

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

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

AMC’s web site.

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

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

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

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

tender item quantity, contractor shall not ask for compensation.

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

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

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

amount for such removal work from contractor bill. In this case contractor shall not be entitled

for compensation.

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

material/staff from site to testing laboratory/ manufacturing site and contractor shall be bear the

cost of transportation of staff and material.

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

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

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

to any one in any way

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

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

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

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

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

23. In case of extra item, rate shall be taken from SOR of the year of tender preparation. If item is

not available in SOR, then market rate shall be derived by the Eng. dept by rate analysis.

Contractor shall not ask for the rates as per his rate analysis. This should be clearly understood

and taken in to consideration while quoting the tender by the contractor.

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

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

Engg.- in- charge. In case of accident due to lack of protection, contractor shall responsible for

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

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

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

work done, rectification work carried out by contractor after Eng.-in-charge inspection & the

compliance of the same. If such rectification work is not done by contractor within 24 days the

contractor shall be finned Rs. 250/- day of delay & shall be recovered from the contractors bill

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

tender items by any means.

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

tender condition.

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

force, by State or Central Govt.

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

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

requirement during execution of work.

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

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

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

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

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

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

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

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

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

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

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

Seal and Signature of the Bidder Addl.City Engineer

Date: (North Zone)

ybœtJtœ Bgwrlrmvj ftuvtuohuNl

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

xuLzhh btxule Nh<tuu

1 xuLzhhle jtgft<

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ftuLx[[tfxhu y.Bgw.ftuvtuo.btk btLg ftuLx[[tfxhtule gtœebtkk hSMxu[Nl fhtJJtlwk hnuNu.

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

1 f: ftb sJtcœth xuLzhh <ubs su xuLzhh mwaJuj ftuLx[tfxhle ©uKe ytJ<t ntug <ubs ftb fhJt mûtb ntug <ublu s ytvJtbtkk

ytJNu. ftb yvt<t vnujt ftuLx[tfxhu ftb mkk<tu»tfthf <ubs xtRb jebexbtkk vwÁk fhJt sYhe mJj<, ylwCJ, ûtb<t ylu

VtgltLmegj hemtumo hsw fhJtlt hnuNu.

1 z: ybœtJtœ Bgwrlrmvj ctuzo XhtJ lk - 3836,<t.25/11/2011 &e b¤uj bkswhe ylwmth <&t mexe.Rsluh mh¾gwjh,lk -

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ylu btvœkztu ægtlbtk htFe <u bwsc ybj fhJtltu hnuNu.

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

hM<tytu&e mkk<wÐ ntuJtlwk btle juJtbtkk ytJNu. xuLzhhu ftblu mtRx ylu rcÕzekkd(fu su ftb fhJt, ftb vwhwk fhJt <&t ftblt

buRxulLm btxu cltJuj ntug).<ubs xuLzhhu yt mtRxlt ftb btxu, rcÕzekkd btxu, gtzo, zevtu btxule søgt vtu<tle he<u bu¤Je

juJtle hnuNu. (xuLzhlwk ftb fhJt, ftb vwhwk fhJt <&t ftblt buRxulLm btxule søgt)

2: yt ftble mbg bgtoœt bubtuhuLzbbt sKtJuj «btKu le hnuNu.

3: xuLzh Jujezexe rvhegz ( 120 ) rœJm mw^ele hnuNu.

4: xuLzh Ve ylu R.yub.ze.

4 y: xuLzh Ve zebtLz z[tVx &e aqfJJtle hnuNu. œhuf xuLzh œeX yjd xuLzh xuLzh Ve ChJtle hnuNu. xuLzh Ch<e JF<u yluoMxble

ChJtle hnuNu. ytuAe hfble xuLzh Ve,R.yub.ze fu xuLzh Ve, rJltlt xuLzhtu hœ ct<j (fuLmj) dKtNu.

4 c: xuLzh mt&u bwfJtbt ytJ<e yluoMxble, xuLzhle hfblt 1% «btKu cukf duhkxe/zebtLz z[tVx MJefthJtbtk ytJNu. œhuf xuLzh œeX

yjd R.yub.ze ChJtle hnuNu. R.yub.ze hfb Yt.1 fhtuz mw^ele ykœtS< hfblt ftb btxu htu¾zt, zebtLz z[tVx, cukf

duhkxelt MJYvbt <&t Yt. 1 fhtuz &e Wvhle ykœtS< hfblt ftb btxu R.yub.ze le hfb btºt zebtLz z[tVx, vu ytuzoh fu cukf

duxhelt MJYvbtk ytvJtle hnuNu. yLg ftuR he<u Chuj R.yub.ze. btLg htFJtbtk lnek ytJu ylu xuLzh hœct<j XhNu.

4 f: xuLzh Ve <&t R.yub.zele hfblt ze.ze vtA¤ ftuLx[tfxh©eyu vtu<tle mkM&tlw ltb <&t btuctRj lkch ylu vtxeo ftuz yJ~g

4 z: cukf duhkxe btºt ybœtJtœ Nnuhle s MJefthJtbt ytJNu.

4 R: ytuAe hfble xuLzh Ve, R.yub.ze fu xuLzh Ve, rJltlt xuLzhtu hœ ct<j (fuLmj) dKtNu.

5 y: xuLzh Vtubo ylu ylwmwrabtkkle œhufu œhuf Ftje søgt xuLzh Chlthu Che xuLzh ztu¾gwbuLxm vh< fhJtlt hnuNu.

5 c: fJh Wvh xuLzh lkch <&t ftuLxufx lkch sYh MvÐ œNtoJJtltu hnuNu.su ftuLx[tfxh©eytuyu hSMx[uNl heLgw fhJuj l ntug <u

ftuLx[txh©eyu xuLzh ChJt lne.

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5 z: yt xuLzhtu zwÃjefux ftuveytu mt&u Chelu Wvhtuf< mhltbu YcY/hSMxh yuze./Mvez vtuMx/ fwheyh &e rlg< mbg bgtoœtbt

btufjJtlt hnuNu.mekdj xuLzh ftuve/mne fgto Jdhle ftuve hœ fhJtbt ytJNu.

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hfbltu fwj mhJt¤tu bwfJtu.

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mt&u hsw fhJtlwk hnuNu.

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

7) xuLzhbt stu ftuR mw^tht J^tht ntug <tu <u ykdu xuLzh Ch<t vnujt AuÕju œeJmu rlg< JucmtRx y&Jt Jtuzo fauheyu sYhe

<vtm fhelu s xuLzh btufjJw.

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jFtK fu ytkkfzt MvÐ Wfju <u he<u jFJt. «ðguf mw^tht vh xwkfe mne fhJe.

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

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

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

xuLzhbtk <ubKu ftuR AufAtf fhe ntug, ylu

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

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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

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lrn fu ftgœtfeg ftgoJtne yt ykkdu &R NfNu lrn. xuLzh bkswh &gtltu y&o ftb ytve s œuJtlwk Au <uJtu &R NfNu lrn.

8 R: xuLzhbtk ftuLx[t¾xh îtht Chujt CtJ <btb «fthlt su <u «J<o<t mhfthe xuût mrn<lt CtJ dKJtbtk ytJNu. ylu <ubtk atjw

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

9: rJmkkdr< ylu rnmtc stud:

nt& ^hJtlt ftbtule ctc< œNtoJ<t CtJ vºtf btklt sÚ&t ylu hfble ftuRvK Cwjawf leault rlgbtu ylwmth mhCh fhJtbtkk

xuLzh Chlthu œhlt Ftltbtkk sKtJuj Nçœtu ylu ytkkfzt Jåau ftuR ymkkdr<lt fumbtkk Nçœtubtkk sKtJuj hfb btLg htFJtbtkk ytJNu.

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

<theF&e 10 rœJm <&t 10 jtF &e Wvhltk ftb btxu yuj.ytu.ytR. ytÃgt <theF&e 15 rœJm&e NY &guj dKJtbt

ytJNu. <&t <u mbg œhrbgtl ftble 5% juFu zevtuÍex Che fhthvºt fhJtltu hnuNu.

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

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Bgwrl.ftuvtuohuNlbtk «Joðbtl rlgb ylwmth ftgoJtne fhJtbtk ytJNu.

10 f: bkswh &guj xuLzhle mbgbgtoœtbtk ftbdehe vqKo l &tg <tu suxjt rœJm ftbdehe btuze vqhe fhuj ntug <uxjt rœJmle

vulÕxe xuLzh hfb (fhth rfkb<) lt 0.1 % bwsc «r< rœJm bwsc xuLzhbtk bkswh &guj mbgbgtoœt ctœlt FhuFh ctfe

ftble hfblt bn•tb 10% juFu (jefJezexe zubuSm) vulÕxe Jmwj fhJtbtk ytJNu.

xuLzh Chuj œh vwhtk &gujt ftb btxult Au ylu <ubtk bswhe, vtjF, ÃjtLx, œuFhuF, mrJom -ftbdehe, Jes¤e, htugÕxe Jduhu <btb

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

ftuR awfJKe ykkdult <ublt ftuR œtJt ægtlbtkk juJtNu lnekk. xuLzh Chlth Ftuxe hswyt<lu fthKu y&Jt ftuR Ôgrf<yu (vAe <u

ctkk^ftb rJCtdltu fboathe ntug fu l ntug) <ublu ytvuje btne<elu yt^thu vtA¤&e ftuR œtJt hsw fhJt nfœth hnuNu lnekk.

<ublw xuLzh ChJt <&t <ubtkk swœt swœt CtJ ylu œh ChJt btxu sYhe yuJe <btb btne<e vtu<tlt vûtu l bu¤Je NfJtlu fthKu

vtu<u xuLzh hsw fhJtlu je^u y&Jt <ubtkk&e WCt &<t ftuR stuFb fu sJtcœthebtkk&e Axfe NfNu lnekk. mœh ftbbtk ftuR vK

ò<lt ctk^ftblt bxehegj Wvh CtJ J^thtu ytvJtbtk ytJNu lrnk.

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

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

11 f: ftuLx[t¾xhlt œhuf hlekd cejbtk&e ftuLx[t¾xhlu awfJJtle &<e fwj hfb (xuLzh bwsclwk vubuLx + yu¾Mx[t ytRxb) Wvh

% 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<

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

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

œNtoJuj rJd< d{tng htFJtbkkt ytJNu.

yu) yufb ylu fœ

(2) xuLzh Vtubolwk CtJvºtf

(3) MvuNeVefuNl

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

(2) xuLzh Vtubole ylwmwra-ce

(3) MvuNeVefuNl

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

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

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

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

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

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

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

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

lwfNtl &tg <ule sJtcœthe ftuLx[tfxhle hnuNu. vtujem Vhegtœ &tg <tu <ule sJtcœthe vK ftuLxtfxhle hnuNu. CuFz ^me l

vzu <ule sJtcœthe vK vtujem Vhegtœbt ftuLx[tfxhle hnuNu. CuFz Dme l vzu <u btxu mjtb<elt vdjt (suJt fu œtuhzwk ctk^e

bswh Ftztbtkk W<thJt, mtuhekkd ylu Mx[[xekkd fhJt rJduhu) je^t Jdh bsqhlu Ftztbtkk W<thNu <tu ftuLx[[tfxh s vtujem Vhegtœbt

sJtcœth hnuNu. Bgwrl.ftuvtuohN u lltu ftuRvK MxtV ytlt btxu sJtcœth hnuNu lrn. Btswhtultu rJbtu vK W<thJtu.

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

jR sJtltu mkvwKo Fao ftuLx[tfxhu CtudJJtltu hnuNu.

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

ftuLx[tfxh ck^tgujt Au.

19: mtRx vh jtJJtbtk ytJuj btj mtbtl hesufx fhJtbt ytJu <tu <wh<k rœl 1btk vh< jR sJtltu hnuNu. yLg&t <ule

lwfNtlle sJtcœthe ftuLx[tfxhle hnuNu.

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

vtjl fhJtlwk hnuNu <&t yt ykdu Bgwrl.ftuvtuohuNl îtht su btne<e btkdJtbtk ytJu <u ytvJtle hnuNu.

21: ftuRvK ftgœtfeg jexeduNl ybœtJtœ Nnuhle ftuxobt hnuNu.

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

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

24: ftuLx[tfxh îtht xuLzhbt œNtoJuj MveNeVefuNl bwsc MxtLzzo bxehegÕm MvuNeVefuNl bwsc jtJJtlt hnuNu.<&t xuMxekd

fhtJJtlwk hnuNu.<&t y ykdu «Joðbtl Bgwrl.ftuvtuohuNlt rlgbtulw vtjl fhJtlw hnuNu

25: yt xuLzhbtkk stu ftuR ytRxb hne dR ntug <tu <u y&Jt M&¤ rM&<e bwsc xuLzhbtk mbtJuN l ntug <uJe J^thtle ftbdehe

fhJtle &tg <uJt rfMmbtk Bgwrl.ftuvtuohuNlt «Joðbtl rlgb ylwmth J^thtle ytRxblt CtJ lffe fhJtbtk ytJNu ylu <u

bwsc awfJKe fhJtbtk ytJNu.

26: atjw ftb œhBgtl «tuxufNlle mkvwKo sJtcœthe ftuLx[[tfxhle hnuNu. subtkk vevzt,œtuhzt, Cgmwaf ctuzo,ÃjtMxef vxe,rJ.

ftuLx[tfxhu jtJJtlwk ylu mtaJJtlwwk hnuNu. ylu ftuRvK yfMbt< &Nu <tu <ule mkkvwKo sJtcœthe ftuLx[tfxhle hnuNu.

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

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

28: stu MxtV mqalt ytvu <u bwsc mwalt vtu&e ftuLx[tfxhu htFJtle hnuNu. <ubt œhhtus fhuj ftbdehe <&t yr^ftheytuyu ftb

mw^thJt fu vtu{d{um J^thJtlt ltuk^ fhuj ntug <tu <ulwk ftuBÃjtgLm ytvJtlwk hnuNu ytJe ltu^lt sJtc l &gu fu <u «btKu M&¤

Wvh ybj l &gu ftuLx[tfxhlu vulÕxe fhJtle mððtt yuze.mexe yuLSlehgh©elu hnuNu.

29: œhuf ytRxblt MvuNeVefuNl ybœtJtœ Bgwrlrmvj ftuvtuohuNlltk bkswh &guj <&t btLg htFuj MvuNeVefuNl Nh<tu bwsc hnuNu

su ytRxbbtk MvuNeVefuNl l ntug <uJt mkstudtubtk yuze.mexe.yuLSlegh©eltu rlKog ytFhe hnuNu.Jtuxhekd fhJtbtk lrn

ytJu fu œhhtus J^thtltu zucheÍ WvtzJtbtk lrn ytJu <tu ftuLx[tfxhlt Fauo ylu sutFbu Jdh ltuxemu Jtuxhekd fhtJJtbtk <&t

zucheÍ WvtzJtbtk ytJNu ylu cejbtkk&e hfb ftve juJtbtk ytJNu.

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

31: mœh xuLzhle ytRxbtult CtJtu ltKt Ft<tlt mh¾gwjh lu.38,<t.21/11/22 <&t mûtb m•tle b¤uj bkswhe bwsc

S.yum.xe. rmJtg dKºtebtk juJtbtk ytJuj <&t «Jo<btl S.yum.xe. bwsc awfJJt vtºt &Nu. su&e <btb cezomu <u bwscle

dK<he fhe xuLzhtu ChJtlt hnuNu.

32. mefgwhexe zevtuÍex / vVtuobLm duhxele hfb Yt.1 fhtuz mw^ele ykœtS< hfblt ftb,ze.ze ,cukf duhkxelt MJYvbt <&t Yt.1

fhtuz &e Wvhle ykœtS< hfblt ftb btxu mefgwhexe zevtuÍex / vVtuobLm duhkxele hfb btºt ze.ze.,vuytuzoh, cukf duhkxe lt

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

33. ybœtJtœ Bgwrlrmvj ftuvtuohuNl BGþrlrm5j frbNlh©ele muLx[j yturVm mhfgwjh lk 41 bwsc xuLzhh îtht The

Apprentices Act, 1961 yLJgu <uytulw EMPLOYER ltufheœt<t <hefu yJ~g hSMx[uNl fhtJJtlw hnuN.u

yufhthlwk Vtubo

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

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

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

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

ftuLx[tfxhle mne ylu rmfft

TECHNICAL SPECIFICATIONS

SPECIFICATIONS OF MATERIALS

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

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

material which will either weaken the mortar or concrete or cause efflorescence or attack the

steel in R.C.C Container for transport, storage and handling of water shall be clean. Water shall

conform to the standards specified in I.S.456-1978.

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

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

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

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

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

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

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

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

hardening of concrete during curing or those which produce objectionable stains or other

unsightly deposits on concrete or mortar surfaces.

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

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

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

M-4. White Cement :

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

M-5. Coloured Cement:

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

5.2 The pigments used for coloured cement shall be of approved quality and shall not exceed 10% of

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

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

exposure to sunlight and weather.

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

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

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

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

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

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

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

The sieve analysis of coarse shall be as under:

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

Designation Passing Sieve Designation Passing Sieve

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

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

Designation Passing Sieve Designation Passing Sieve

M-8. Stone Grit:

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

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

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

comply with the provisions of I.S. 383-1970. Unless special stone of particular quarries is

mentioned, grit shall be obtained from the best black trap or equivalent hard stone as approved

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

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

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

Designation through Sieve Designation through Sieve

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

built up the specified strength of concrete.

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

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

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

Sand: Sand Shall conform to specification M-6.

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

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

10.2. Preparation of Mortar :

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

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

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

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

consistency of stiff paste. Thoroughly wetted sand shall then be added evenly and the mixture

ground for another 180 revolutions.

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

covering it by tarpaulin or open sheds.

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

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

11. or the Above Building Technical Specification can be Available from Ahmedabad Municipal

Mode of Measurement should be as per IS

STANDARD DETAILED TECHNICAL SPECIFICATION OF ITEMS

Name of Work: Laying New Drainage line and upgradation work and Repairing Chamber/MH

in parihar nagar, shyamnagar ,Vidyanagar and Diff.Chawls Regarding Pollution work in

Kubernagar ward in North zone.(ARC)

temNo. Excavation for foundation up to 1.5 tm. depth in all type of hard and soft soil includingsorting out

1 stacking of useful material & disposing of excavated stuff up to 50 tm. leadloose or soft soil,

girding, lighting, fencing the trenches', and pits. (depth measured fromGL). Etc.comp.

Excavation shall be done as per plans and alignment in all sorts of soil including all masonary,concrete

and asphalt road paving work etc. Root of trees met with during excavation shall bestacked at lead of 4’

away from the trenches as per instruction so that it may not damage

thesidesofexcavatedtrenches.Thesidesoftrenchesshallbeverticalandbottomshallbeuniformly leveled. The

excavated earth shall be stacked at any place or places shown within 50mtr. as directed. After completion

of the work the site shall be well dressed and cleared of

allrubbishsothatitmaygivedecentappearance.Contractorshallarrangeforallmaterialsrequiredfor lining out

and shall care to preserve the level pegs given. He shall have to arrange forshorting at his own cost if the

soil is found to be loose and sandy. He shall have to arrange forsorting out brickbats or any serviceable

materials found during excavation and shall have tostock. Nothing extra shall be paid for this. He shall

have to cart the excavated soil to site shownwithin 50 mtr. If so ordered by officer in charge of this work.

No old brickbats recovered

fromexcavationshallbeallowedtobeusedbythecontractorinthework.Thedepthoffoundationwillbe as per

drawing. Contractor should arrange for safely measures so that there is no danger offalling any men or

animal in the excavated portion, otherwise he will be held responsible for

thecompensationtobepaidasthecasemaybe.Heshouldalsoarrangeforredlampatnighttimes.The contractor

should not damage any of the municipal property, water lines, electric cables etc.at the time of

excavation. Water lines, electric cables etc. coming in the way will be shifted

bycorporationbutheshouldseethatnodamageisdoneforgross negligenceonhispart,otherwise such damages

will be recovered from him. Excavated stuff will be stacked at the siteshown or will be carted by the

contractor immediately as per the other item of this tender.Instructions of C.E. or his representative will

be strictly followed. Measurement shall be given onCmt.basis.

Excavationforfoundationupto(a)Upto0to2.0Mt(b)from2.0to3.0mtdepth(c)from3.0to

5.0mtdepth(d)above5.0mtdepthincludingsortingoutandstackingofusefulmaterialsanddisposalof

theexcavatedstuffupto50mt.lead.

Excavation shall be done as per plans and alignment in all sorts of soil including all masonary,concrete

and asphalt road paving work etc. Root of trees met with during excavation shall bestacked at lead of 4’

away from the trenches as per instruction so that it may not damage

thesidesofexcavatedtrenches.Thesidesoftrenchesshallbeverticalandbottomshallbeuniformly leveled. The

excavated earth shall be stacked at any place or places shown within 50mtr. as directed. After completion

of the work the site shall be well dressed and cleared of

allrubbishsothatitmaygivedecentappearance.Contractorshallarrangeforallmaterialsrequiredfor lining out

and shall care to preserve the level pegs given. He shall have to arrange forshorting at his own cost if the

soil is found to be loose and sandy. He shall have to arrange forsorting out brickbats or any serviceable

materials found during excavation and shall have tostock. Nothing extra shall be paid for this. He shall

have to cart the excavated soil to site shownwithin 50 mtr. If so ordered by officer in charge of this work.

No old brickbats recovered

fromexcavationshallbeallowedtobeusedbythecontractorinthework.Thedepthoffoundationwillbe as per

drawing. Contractor should arrange for safely measures so that there is no danger offalling any men or

animal in the excavated portion, otherwise he will be held responsible for

thecompensationtobepaidasthecasemaybe.Heshouldalsoarrangeforredlampatnighttimes.The contractor

should not damage any of the municipal property, water lines, electric cables etc.at the time of

excavation. Water lines, electric cables etc. coming in the way will be shifted

bycorporationbutheshouldseethatnodamageisdoneforgross negligenceonhispart,otherwise such damages

will be recovered from him. Excavated stuff will be stacked at the siteshown or will be carted by the

contractor immediately as per the other item of this tender.Instructionsof C.E.orhisrepresentative

willbestrictlyfollowed.

MeasurementshallbegivenonCmt.basis.

ItemNo.2/ (a) Extra rate over item of excavation of earth for excavation of asphalt pavement /

3 RCCofthickness

upto0.20meterincludingdemolishingtheasphaltcarpet,metal,soiling/cuttingReinforcementetc.

comp.withstackingthematerialasdirected.(app.rate)

(b) 0.20meterto0.30meter(ByBreakerMachineincludingcostofoperator,fuel,&transportaion

(c) 0.30meter&above(ByBreakerMachineincludingcostofoperator,fuel,&transportaion

Extra rate for excavation of asphalt pavement of any thickness including demolishing theasphalt

carpet, metal, soiling etc. complete with stacking the materials as directed. Theroad surface of

asphalt shall carefully be opened to full width as directed by the Engineerin charge Asphalt,

popada's spouls, metals etc shall be separately deposited in suchplaces as may be determined by

the Engineer-in-charge. In case above materials notbeing so deposited or being mixed up with the

excavated materials will not be allowed

forrefilling.Thecostofmaterialsshallbechargedfromthecontractor.Thedecisionofthe

C.E.shallbefinalandbindingtothecontractor.

Theratepersq.mt.inthisitemshallbepaidextraadditiontotherateforexcavationMode

ofmeasurement:Therate shallbefora unitofSmtBasis.

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

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

--do--withselectedsoilbroughtfromoutsideincludingalllead

Modeofmeasurement:-

TherateshallbeforaunitofCmtbasis

ItemNo. Conveyancecharge of earth ,lime,murrum, building rubbish, manual garbage,sludge

5 ,excavatedrock,flyash,aggregateofanykindetc.comp.Upto5.0Km.lead

Allthe surplusearthetc.shallbecarriedawayimmediatelyfromthesiteofworktoaplacewithin

5km.distanceorasdirectedandorderedbytheEngineer,soasnottocauseanyinconvenience to the public traffic

finding which in view of public safety and traffic convenience.The Corporation shall carry out the work by

any other agency at the contractor’s risk and cost. iftheinstructions arenotcomplied within7daysfrom

thedateoforder tocart the surplusmaterials and clear the site, the said work shall be carried out by the

Municipal Corporation attherisk

andcostofthecontractorandnoclaimordisputeshallbeentertainedinthisrespect.

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

sameshall becarriedoutby thecontractorwithout asking any extra rate. The contractorshall have to cart the

surplus earth after the trenches we will watered and refilled with the sand.The rate of carting including

carting of brick bats, metal, rubble vegetable and garbage, ifnecessarytoclearthe roadsurface.

Modeofmeasurement:-

TherateshallbeforaunitofCmtbasis

6 Providing and jointing stoneware pipes incl. excavation upto 2 mt. refilling, transportingpipes to

work site, unloading lowering in trnch such as cementsand, hemp bitumen

asdirected,incl.wateringthetrenchesspreadingandcartingawayofsurplus.

Lowering, laying and jointing stone ware pipes of following diameters with cement jointsin C.M.1:1

proportion in proper position , grade and alignment at all level as directed byEngineer-in- charge

including conveyance from stone to site of work, Jointing materialetc.comp.

A)…………do…….(b)10 cm dia lineB)………do

C)……………do….(c)23cmdialine

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

shall be brought on site after approval. (The pipes shall be laid in grade as perinstruction.)Contractorshall

havetoprocurebillsforstandardpipes.

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

hot asphalt and caulking tools. The hydraulic pressure test shall be given to thecontractor for testing pipes

and jointing. No trenches shall be filled without the approval of theengineerincharge.

Therateofthepipeworkareincludingofexcavationandrefilling.Theexcavationetc.

shallbedoneasfollows:

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

section. In all sorts of soil including old masonary, asphalt roads and wet excavation.The sewer excavation

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

becontinueduptothegradientasdirected.Thetrenchshallnotopenmorethan60mts.inadvanceof the completed

sewer only when directed by the engineer in charge looking to the progress ofthe work in obtaining the

formation of the bottom of the trenches the usual methods of using signrails and boning roads shall be

adopted during the whole of the process. The centre line ofuniform height shall be carried clearly on each

rail. The depth of the excavation and invert of thesewer shall be checked by means of boning road of

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

of sewer lines and cementconcreteandmasonarywork.

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

shorting work looking to the nature of the soil near big or important structure, thesides of the trenches shall

be closely and securely timbered, if any settlement of the buildings inanticipated the timbering shall be left in

the ground. The various materials excavated shall beseparately stacked so that in refilling that may be

relayed on the same order as before and leastpossible damage shall be done carpet on the public roads and

private properties. Surfacecovering consisting of asphalt carpet shall be kept on side and preserved for

reinstatement. Theexcavated earth shall not be heaped near the trenches so as to caused unnecessary

obstructionalong the trenches during inspection trenches etc. shall be tunneled under only as necessary.The

side of the trenches shall be nearly vertical and plumb and red light shall be placed at eachend at intervals

and instructions and further protected by rope fence. Necessary caution boardsshallalsobe

createdandasdirectedbytheengineerincharge.

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

beplacednearerthanthreemetersfromtheouteredgeoftheexcavatedtrenches.Theutmostshallhave to be taken

in refilling the trenches so that no damage may be done no sewer, no lumpshall be allowed to be put around

the sewer. The ramming of the filling shall be done and wellwatered.

The surplus earth shall be removed directed within 30 meters lead. The measurementsof the work

shall be exact length and width of the trenches as specified or as per City Engineerinstruction and depth

shall be measured vertical as per section up to invert or the pipeline. TheCity Engineer reserves the right of

extra excavation on either side if considers necessary for thesafetyofthework.

The bottom and sides of the trench shall be dressed in level and plumb in all directedbefore any

concrete is in dia. In case the excavation is done deeper than required no filling shallbe allowed to bring the

formation to proper level but contractor shall have to lay cement or

limeconcreteoffilingorotheracceptablematerialsasdirectedbytheCityEngineeratcontractorowncost so as to

come to proper formation. In case bad formations are met with the work shall haveto be done as per

instruction of City Engineer. Necessary arrangements for watering trenchesmust be provided by contractor

and without proper watering trenches will not be allowed to befiled to further Contractor shall have to make

arrangement for access to invert of the sewer andfor inspection of the work as ordered by the engineer. If it

is required to shift or after thealignment section of diameter of the pipe the contractor shall carry out the

altered work at therates quoted by him for the original work for items and contractor shall not claim any

expensesduetothe changesmade.

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

therecesstimeexceptinandotherholidaythecaseofbadgroundssuchasrunningsandwherethework must be

executed vigorous day night without interruption when so ordered by the engineer.All existing water pipe

storm drains sewer line railway track, electric cables etc. which do not inthe opinion of engineer required to

be changed in location shall be supported and protected frominjury by the contractor. The contractor shall be

liable to pay all damages to water-pipe, drainselectric and telephone cable and to private property during the

execution of this contract and thesame will be recovered from the running bills or the deposit of work change

location of anyexisting sewers drains etc. not otherwise from in these specification the contractor shall do

thework of making such change and the work shall be paid for as extra work. All places utility etc.shallbekept

accessibleforuse.

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

theengineerincharge.

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

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

onefeetwiderexcavatedoneithersidefortheupperdepthabove3metersshallbeallowedandpaidfor. Wherever

natural soil demands winder excavation the mentioned above the same shall begiven after approval of City

Engineer. The rate for excavation for easy jointing and caulkingnothing extra shall be paid for this. Refilling

of trenches shall be done only after the grade of

lineandhydraulictestpracticableofthelinesarecheckedandapprovedofandordergivenbythe

Engineerincharge.Therefillingshallbeaccompaniedbythroughwateringforlayersof0.50

mtrs. Further refilling shall be done thereafter and process should be repeated till trenches arecompletely

refilled. Temping and ramming with rammers shall have to be done at all place ofimportant work where

ordered by Engineer in charge. After order to refill the trench is give

thetrenchesshallhavetoberefilledwithin4dayswithcompletewatering.Ifthecontractorfailstodo watering

satisfactory corporation shall get it done at the risk and cost of the contractor with orwithout giving any notice

and the expenses incurred in doing so recovered from the contractoreitherincost

orfromhispaymentthroughbills.

Therateshallbepermeterbasis.

TherateperCmt.inthisitemshallbepaidextraadditiontotherateforexcavation

ItemNo. ProvidingandsupplyingISIStandardRCCpipes(ofsulphateresistingCement)instandardlengths

7 offollowing class anddiametersuitable for rubber ringjoints (socketand spigot) including all

taxes,insurance, transportation,treight charges,octroi,inspectioncharges, loading,unloading,

conveyance to departmental stores, stacking etc. completeClassNP3Testpressure0.7Kg/Sq.Cm

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

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

includingconveyancefromstonetositeofwork,labourgivinghydraulictestingasperISIcode.

(a)300mminternaldiameterB)450Mm Internal

Diameter(C)500MmInternalDiameter,(D)600MmInternal

TheRCCpipesshallbeprocuredasperISSforBClasstypespecificationsusingbestmaterials,first class workmanship

as per IS 458/1971 of NP2 / NP3 class as per specified in the tenderitem. The proportion of concrete shall be

one part of cement to 2 parts sand and 4 parts of blacktrap agg. mix. of suitable size to as to produce uniform

concrete through out thicknessof thepipes.

Reinforcement in form of bars straight and class wise shall be provided as per IS458 classspecifications.

RCCspunpipecollarsforthepipesshallbemadeinthesamemanner.Theinternaldiameterofthe collar shall be

sufficiently large to allow a perfect joint around the outside of the pipes withcement

mortarandotherplasticmaterials.

Pipes shall be laid are fully into trenches and shall be made to rest evenly on specially preparedformation or

on concrete bed and for the purpose to extra rate shall be given making extraexcavation

forbedandinthesidesofthetrenches.

All joints shall be thoroughly fitted using spun yarn of approved quality for the groove in thelength. For each

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

andmoisturedandthecollarshallbekeptinpositionbymeansofwedges.Semidrycementmortarofprop. 1:1 shall be

forced into joints and chaucked completely by means of special cutting toolsuntil the whole space is full. The

mortar shall be sprayed around the collar joints so as tocompletelyencasethejoint.

After the joints have thoroughly set, the Engineer or his Assistant may inspect the joints, and ifhe has any

doubt as to their soundness be may required the contractors to cut open and clearaway the cement of any

joint that he may select and to make good the same at their expensesprovided that, unless some defect be

found, they shall be required to open more than one jointsin 18mt (60’) of pipe, though if defect be found the

Engineer direct them to open as many jointsas he may deem necessary, the joints made one day will not as a

rule, be inspected until thefollowingdayandthe cementmayhassufficienttimetosetwellbeforebeingcoveredup.

Trenches shall not be filled until alignment and levels are examined by the Engineer or

hissubordinatesandthepermissionforrefillingisgranted.

The RCC pipes shall be manufacturers as per IS for B class pipes specifications using bestmaterials first class

workmanship as per IS 458/1971.and latest IS code for R.C.C. pipe line ofNP3class.

Theproportionofconcreteshallbeonepartofcementto2partsofsandand2partsofblacktrapagg.Mixofsuitablesize

soastoproducingfirmconcretethoughtthicknessofthepipes.

Reinforcement on form of bars straight & cross wise shall be provided as per IS 458/ classspecifications.

RCC spun pipes collars for the pipes shall be made in same manner the internal diameter of thecollar shall be

sufficiently large to allow a perfect joint around the outside of the pipes withcement

mortarandotherplasticmaterials.

Any damaged or cracked carefully into trenches and shall be made to rest evenly on speciallyprepared

formation and for the purpose no extra rate shall be given for claming such hollows

inbendsandinthesidesofthetrenches.

All joints shall be thoroughly fitted using spun yarn of approved quality for the groove in

thelengthforeachjointdipedisnotasphaltafterthejointhasbeenproperlycleaned&moistureand

collarkeptinpositionbymeansofwedges,semi-drycementmortarprop.1;1shallbefacedinto

it and caulked completely by means of specials caulking tools until the whole space in full.

Themortarshallbesprayedoff intheformof filleraroundthepipes.

The R.C.C. NP3 pipe line shall run in perfect straight lines from manhole and shall be exactly togradient.

M/SshallbeinRMT.

Trenches shall not be filled in until the line has been tested and alignment and levels

areexaminedbytheEngineerorhissubordinatesandthepermissionforrefillingisgranted.

Contractor shall be held responsible for any damage or defect to the pipe line in satisfactoryworking of the

same for 12months after it is put into commission, contractor must satisfy

IS458/1971andIS783/1959withreferencetoRCCpipe.

ItemNo.8 Constructing Chamber of following size including excavation, refilling, BBCC (1:5:10) forfoundation,

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 chamberseatcoveretc..completed.

(A) 0.60X 0.45 mt. size Inside Clear, Depth from 0.0 to 0.90meter for pipe dia

(B) 0.60X0.75mt.sizeInsideClear,Depthfrom0.0to0.90meterforpipedia<=20mm.

(C) 0.75x 0.75 mt. size Inside Clear, Depth from 0.0 to1.20 meter for pipe dia

(a) Excavation:ThisbedoneasspecificationinItemNo.1,

(b) BrickbatsCementConcrete:-

:Cement used shall be got approved by the enginre in charge be fore starting the work

thisshallcomplywithspecificationingeneral.

SandtobeusedshouldcomplywithspecificationofP.W.D.handbookingeneral.

Brickbats to be used for concrete must be thoroughly well burnt and free

fromanyimpuritiesandsizefrom 20to25m.m.

The preparation of concrete shall be one part of cement 5 part of sand & 10 part brokenbrickbats.

Brickbats must be perfectly clean from inprutes and shall be throughly wetered be for

mixingandmixedproperlyonwoodenorspeciallyproparedplatformuntileverypartofthebrockbatsissufficentlycoa

Concrete must always be used fresh it shall be laid in layers as directed never exceeding 20kms. in

thickness and be well and quickly rammend with heavy rammers, until mortarcreams up to surface. The

surface must be kept damp during and after consolidation & inlaying consecutive layer the lower coars

should be well watered & mode lough be for thenextisplaced.

(c) Brickworkwithcementmortar.

Brickshallbetablebricksofapprovedcleanconformingwiththespecificationaslaiddownin P.W.D. hand book

No.2 The brick shall be wellburnt and free from any defects shall be gotapprovedbytheEnginurin chargebefore

theworkisstarted.

Cement to be used for mortar shall comply with I.S.S. & P.W.D. hand book specificationscement mortar for

the brick work shall be one parts of cement to six part of sand every brick wellsoaked in water is required to be

ladi in joints of cement mortar the thickness of which shall notexceed paints of 1.25 cm If after removal of

centering any open joints are founed these shall bepointedimmedately.

Special care shall be taken to make the faces of brick work smooth brick work mar

betoothedorshallberackedbackincourse.

Allintradosofcursebeworkedfromcompetestricklymadetodimensionsandgrade.

Brick work in general shall be of first class workmanship and shall be excuted according toplan working to

the proper dimension & as directing by the officer in charge from the time to

timebricksshouldbethroughlyinwaterbeforeuse.AllbricksshallIhavetobecleanedwaterbeforelaying cement mortar

shall be prepared in special iron pans and mixed in quantites as requiredusing measurs boxes for sand and

cement bag of 1.25 cft. or 1 cft. as measured the case maybe all materials shall be stacked on the site as not

to obstruct tra fic in any way the masonaryshould be constructed in proper workmanship like manner with

joints plunb etc. to conform withgeneral specification No.45 P.W.D hand book. The face work should be neatly

finished. Theworkshallbekeptwaterdforworkatleastafterdateof completion.

(d) C.C.channels.

Cement concrete for the inverts and channels of manholes shall consist of one parts ofcement 2 parts of

sand 4 part of aggregates of black trap metalof other approved material ofsizesfrom

0.6to2.5cm.wellgradedasperinstructions.

Thework shall be as per P.W.D hand book specification No.20 as per general

instructions.Therateincludesallnecessarymaterualsmixinglayingandremainandwateringtheexposed

facestobefinishedwithneatcementasperinstructionthechannelshallbehalfroundandas

per drawing & instruction of Engineer in charge. proper bunching shall be provided at both of thechannel.

(e)Cementplaster.

Cement plaster 15 M.M. shall be done using cement mortar of 1 part cement and 3 parts ofsand in uniform

thickness with surfaces truely in plumb. The work in general shall comply withgeneral specifi cations for )plaster

no.64.P.W.D. hand book plastered surface shall kept damp atleastforfortnight.

All internal surfaces of the manholes including soft to arch shall be provided with cementplaster.

Manholeshallbeprovidedateverychangeofalignment,gradientordiameterofsewer/storm water drains, Bends

and junctions in the sewer/drain shall be grouped together inmanhole as far as possoble. The maximum distance

between inspection chambers shall beabout 25 meters. Where the diameter of sewer/drain is increased, the

soffit of the pipe shall

befixedatthesamelevelandnecessaryslopegiventothechannelofmanhole/inspectionchamber.Theminimuminternals

izesofmanhole/inspectionchambershallbe aspertherespective item of work. The manhole/inspection

chambershall be constructed as perthedetaileddrawingsandasdirectedbyEngineer.Thebedconcreteandthebrick

masonryshallbeconstructedofsuchthicknessasshownondrawing.Thebrickmasonryshallbeconstructedin

C.M. (1:5), plastered on both faces inside and out side with 15 mm cement plaster in C.M. (1:3).The channel

shall be semicircular in the bottom half and of diameter equal to the sewer/drain.Above the horizontal diameter,

the sides shall be extended vertically to the same level as thecrown of the outgoing pipe and the top edge shall

be suitable rounded off. The branch channelsshall also be similarly constructed with respect to the benching out

at their junction with the mainchannel as appropriate fall suitable rounded off in the direction of flow in the main

channel shallbegiven.Thechannelatthebottomofmanhole/inspectionchambershallbeplasteredwith

C.M. (1:3) and finished smooth. Rungs shall be provided in all manholes/inspection chambersover 0.6 mtr in

depth and shall be of cast iron conforming to IS:5455. These rungs shall be

fixedstaggeredintwoverticalruns,300mmaparthorizontallyand300mmc/cvertically.Thetoprungshall be 450 mm

below the manhole/ inspection chamber cover and the lowest not more than300 mm above the benching. The

manhole/inspection chamber frame and cover shall be of castiron of specified weight and shall conform to the

requirements given in IS:1726. The covers andframes shall be cleanly cast and they shall be free from air and

sand holes and from clod shuts.They shall be neatly dressed and carefully trimmed. All castings shall be free

from voids whetherduetoshrinkage,gasinclusionorothercauses.Coversshallhavearaisedchequereddesignonthe

top surface to provide an adequered nonslip grip. Cover shall be capable of easy

openingandclosinganditshallbefittedintheframeinworkmanshiplikemanner. Thecovershallbegastight and water

tight. The size of covers specified shall be considered as the clear

internaldimensionsoftheframe.Coversandframesshallbecoatedwithablackbituminouscomposition. The coating

shall be smooth and tenaceous. The frame of manhole/inspectionchamber cover shall be firmly embeded to

correct alignment and level in cement concrete on thetop of the masonry. The item shall be executed as per the

detailed drawing and as directed byEngineer.

DesignandDetailsofReinforcementfortheslabshallbeapprovedbeforecastingworkorasdirectedbyengineerincha

rgeorAdditionalCityEngineer(zone)

Modeofmeasurement:

Therateshallbeforaunit ofonenumberbasis.

Item ConstructingSlabTypeM.H.ChamberOfTheFollowingSizeIncludingExcavation,Refilling, Brick Bats

No.9 Cement Concrete (1:5:10) of thickness 15 C.M., CC Channel (1:2:4)

ofthickness10C.M.,finished15mmthickcementplasterinside&outside(Onlyforshaft)InCm 1:3, Finishing

With Cement Slurry, P/F 4 Mm Dia M.S.Steel Hdpe Coated Steps 35 CmC/C At 35 Cm Staggered

Masonary In Cm 1:5, Rcc Slab In Cc1:1.5:3 of thickness 15C.M.,Including Cantering & Reinforcement

(Single jalli at 15 C.M. c/c bothway 10 mmdia.)But Excluding The Cost Of Manhole Seat Cover

Etc..Completed Of Size 0.75 X 1.00Meter(InsideClear, M.H. lengthshouldbeparalleltotheflow)

1) 1.00to2.00meterdepth,(SlabatGroundlevel)(forpipedia<=230mm)

2) 2.00 to 3.00 meter depth, (Slab at below 0.60 mt. From G.L.) (for pipe dia <=300mm)

(a) Excavation:ThisbedoneasspecificationinItemNo.1,

(b) BrickbatsCementConcrete:-

Cementusedshallbegotapprovedbytheenginreinchargebeforestartingtheworkthisshallcomplywithspecificati

SandtobeusedshouldcomplywithspecificationofP.W.D.handbookingeneral.

Brickbatstobeusedforconcretemustbethoroughlywellburntandfreefromanyimpuritiesandsizefrom

Thepreparationofconcreteshallbeonepartofcement5partofsand&10partbroken

Brickbats must be perfectly clean from inprutes and shall be throughly wetered be for

mixingandmixedproperlyonwoodenorspeciallyproparedplatformuntileverypartofthebrockbatsissufficentlycoate

Concrete must always be used fresh it shall be laid in layers as directed never exceeding 20kms. in

thickness and be well and quickly rammend with heavy rammers, until mortarcreams up to surface. The

surface must be kept damp during and after consolidation & inlaying consecutive layer the lower coars

should be well watered & mode lough be for thenextisplaced.

(c) Brickworkwithcementmortar.

Brickshallbetablebricksofapprovedcleanconformingwiththespecificationaslaiddownin P.W.D. hand book No.2

The brick shall be wellburnt and free from any defects shall be gotapprovedbytheEnginurin chargebefore

theworkisstarted.

Cement to be used for mortar shall comply with I.S.S. & P.W.D. hand book specificationscement mortar for

the brick work shall be one parts of cement to six part of sand every brick wellsoaked in water is required to be

ladi in joints of cement mortar the thickness of which shall notexceed paints of 1.25 cm If after removal of

centering any open joints are founed these shall bepointedimmedately.

Special care shall be taken to make the faces of brick work smooth brick work mar

betoothedorshallberackedbackincourse.

Allintradosofcursebeworkedfromcompetestricklymadetodimensionsandgrade.

Brick work in general shall be of first class workmanship and shall be excuted according toplan working to

the proper dimension & as directing by the officer in charge from the time to

timebricksshouldbethroughlyinwaterbeforeuse.AllbricksshallIhavetobecleanedwaterbeforelaying cement mortar

shall be prepared in special iron pans and mixed in quantites as requiredusing measurs boxes for sand and

cement bag of 1.25 cft. or 1 cft. as measured the case maybe all materials shall be stacked on the site as not to

obstruct tra fic in any way the masonaryshould be constructed in proper workmanship like manner with joints

plunb etc. to conform withgeneral specification No.45 P.W.D hand book. The face work should be neatly

finished. Theworkshallbekeptwaterdforworkatleastafterdateof completion.

(d) C.C.channels.

Cement concrete for the inverts and channels of manholes shall consist of one parts ofcement 2 parts of

sand 4 part of aggregates of black trap metalof other approved material ofsizesfrom

0.6to2.5cm.wellgradedasperinstructions.

Thework shall be as per P.W.D hand book specification No.20 as per general instructions.The rate includes

all necessary materuals mixing laying and remain and watering the exposedfaces tobe finished with neat cement

as per instruction the channel shall be half round and asper drawing & instruction of Engineer in charge. proper

bunching shall be provided at both of thechannel.

(e) Cementplaster.

Cement plaster 15 M.M. shall be done using cement mortar of 1 part cement and 3 parts ofsand in uniform

thickness with surfaces truely in plumb. The work in general shall comply withgeneral specifi cations for )plaster

no.64.P.W.D. hand book plastered surface shall kept damp atleastforfortnight.

All internal surfaces of the manholes including soft to arch shall be provided with cementplaster.

Manholeshallbeprovidedateverychangeofalignment,gradientordiameterofsewer/storm water drains, Bends

and junctions in the sewer/drain shall be grouped together inmanhole as far as possoble. The maximum distance

between inspection chambers shall beabout 25 meters. Where the diameter of sewer/drain is increased, the

soffit of the pipe shall

befixedatthesamelevelandnecessaryslopegiventothechannelofmanhole/inspectionchamber.Theminimuminternals

izesofmanhole/inspectionchambershallbe aspertherespective item of work. The manhole/inspection

chambershall be constructed as perthedetaileddrawingsandasdirectedbyEngineer.Thebedconcreteandthebrick

masonryshallbeconstructedofsuchthicknessasshownondrawing.Thebrickmasonryshallbeconstructedin

C.M. (1:5), plastered on both faces inside and out side with 15 mm cement plaster in C.M. (1:3).The channel

shall be semicircular in the bottom half and of diameter equal to the sewer/drain.Above the horizontal diameter,

the sides shall be extended vertically to the same level as thecrown of the outgoing pipe and the top edge shall

be suitable rounded off. The branch channelsshall also be similarly constructed with respect to the benching out

at their junction with the mainchannel as appropriate fall suitable rounded off in the direction of flow in the main

channel shallbegiven.Thechannelatthebottomofmanhole/inspectionchambershallbeplasteredwith

C.M. (1:3) and finished smooth. Rungs shall be provided in all manholes/inspection chambersover 0.6 mtr in

depth and shall be of cast iron conforming to IS:5455. These rungs shall be

fixedstaggeredintwoverticalruns,300mmaparthorizontallyand300mmc/cvertically.Thetoprungshall

be 450 mm below the manhole/ inspection chamber cover and the lowest not more than300mmabove

thebenching. Themanhole/inspectionchamberframeand covershallbeofcast iron of specified weight and shall

conform to the requirements given in IS:1726. The covers andframes shall be cleanly cast and they shall be free

from air and sand holes and from clod shuts.They shall be neatly dressed and carefully trimmed. All castings shall

be free from voids

whetherduetoshrinkage,gasinclusionorothercauses.Coversshallhavearaisedchequereddesignonthe top surface to

provide an adequered nonslip grip. Cover shall be capable of easy

openingandclosinganditshallbefittedintheframeinworkmanshiplikemanner. Thecovershallbegastight and water

tight. The size of covers specified shall be considered as the clear

internaldimensionsoftheframe.Coversandframesshallbecoatedwithablackbituminouscomposition. The coating

shall be smooth and tenaceous. The frame of manhole/inspectionchamber cover shall be firmly embeded to

correct alignment and level in cement concrete on thetop of the masonry. The item shall be executed as per the

detailed drawing and as directed byEngineer.

DesignandDetailsofReinforcementfortheslabshallbeapprovedbeforecastingworkorasdirectedbyengineerinchar

georAdditionalCityEngineer(zone)

Modeofmeasurement:

Therateshallbeforaunit ofonenumberbasis.

ItemN RatereductionoveritemofConstructingSlabTypeM.H.Chamberofsize1.00x0.75mtforconstructingslab@depth

o.10 morethan0.60mtbelowGroundLevel(Max.3unit\ofDM

shouldbereducedinthisitem)(AsPerR.A.BasedonBuildingSOR2015-16)

ItemN Constructing Slab type M.H. Chamber of the following size including excavation, refilling,brick bats

o.11 cement concrete (1:5:10) of thickness 15 C.M., CC Channel (1:2:4) of thickness10 C.M., finished 15 mm

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

M.S.Steel HDPE coated steps 35 cm c/c at 35cm staggered in masonary CM 1:5, RCC Slab in CC 1:1.5:3 of

thickness 23 C.M., includingCantering & reinforcement (double jalli at 15 C.M. c/c bothway 12 mm dia.)

but excludingthecostofManholeseatcoveretc..completed.ofSize1.00X1.40meter(InsideClear,

M.H.lengthshouldbeparalleltotheflow,forpipedia<=800mm)

1) 1.00to2.00meterdepth,(SlabatGroundlevel)

2) 2.00to3.00meterdepth,(Slabatbelow0.6mt.FromG.L.)

3) 3.00to4.00meterdepth,(Slabatbelow1.00mt.FromG.L.)

4) 5.00to6.00meterdepth,(Slabatbelow1.00mt.FromG.L.)

5) 7.00to8.00meterdepth,(Slabatbelow1.00mt.FromG.L.)(a)Excavation:Thisbed

oneasspecificationinItem No.1,

(b) BrickbatsCementConcrete:-

:Cement used shall be got approved by the enginre in charge be fore starting the work

thisshallcomplywithspecificationingeneral.

SandtobeusedshouldcomplywithspecificationofP.W.D.handbookingeneral.

Brickbats to be used for concrete must be thoroughly well burnt and free

fromanyimpuritiesandsizefrom 20to25m.m.

The preparation of concrete shall be one part of cement 5 part of sand & 10 part brokenbrickbats.

Brickbats must be perfectly clean from inprutes and shall be throughly wetered be for

mixingandmixedproperlyonwoodenorspeciallyproparedplatformuntileverypartofthebrockbatsissufficentlycoated

Concrete must always be used fresh it shall be laid in layers as directed never exceeding 20kms. in thickness

and be well and quickly rammend with heavy rammers, until mortarcreams up to surface. The surface must

be kept damp during and after consolidation & inlaying consecutive layer the lower coars should be well

watered & mode lough be for thenextisplaced.

(c) Brickworkwithcementmortar.

Brickshallbetablebricksofapprovedcleanconformingwiththespecificationaslaiddownin P.W.D. hand book No.2

The brick shall be wellburnt and free from any defects shall be gotapprovedbytheEnginurin chargebefore

theworkisstarted.

Cement to be used for mortar shall comply with I.S.S. & P.W.D. hand book specificationscement mortar for

the brick work shall be one parts of cement to six part of sand every brick wellsoaked in water is required to be

ladi in joints of cement mortar the thickness of which shall notexceed paints of 1.25 cm If after removal of

centering any open joints are founed these shall bepointedimmedately.

Special care shall be taken to make the faces of brick work smooth brick work mar

betoothedorshallberackedbackincourse.

Allintradosofcursebeworkedfromcompetestricklymadetodimensionsandgrade.

Brick work in general shall be of first class workmanship and shall be excuted according toplan working to the

proper dimension & as directing by the officer in charge from the time to

timebricksshouldbethroughlyinwaterbeforeuse.AllbricksshallIhavetobecleanedwaterbeforelaying cement mortar

shall be prepared in special iron pans and mixed in quantites as

requiredusingmeasursboxesforsandandcementbagof1.25cft.or1cft.asmeasuredthecasemay

be all materials shall be stacked on the site as not to obstruct tra fic in any way the masonaryshould be

constructed in proper workmanship like manner with joints plunb etc. to conform withgeneral specification No.45

P.W.D hand book. The face work should be neatly finished. Theworkshallbekeptwaterdforworkatleastafterdateof

(d) C.C.channels.

Cement concrete for the inverts and channels of manholes shall consist of one parts ofcement 2 parts of sand

4 part of aggregates of black trap metalof other approved material ofsizesfrom

0.6to2.5cm.wellgradedasperinstructions.

Thework shall be as per P.W.D hand book specification No.20 as per general instructions.The rate includes

all necessary materuals mixing laying and remain and watering the exposedfaces tobe finished with neat cement

as per instruction the channel shall be half round and asper drawing & instruction of Engineer in charge. proper

bunching shall be provided at both of thechannel.

(e) Cementplaster.

Cement plaster 15 M.M. shall be done using cement mortar of 1 part cement and 3 parts ofsand in uniform

thickness with surfaces truely in plumb. The work in general shall comply withgeneral specifi cations for )plaster

no.64.P.W.D. hand book plastered surface shall kept damp atleastforfortnight.

All internal surfaces of the manholes including soft to arch shall be provided with cementplaster.

Manholeshallbeprovidedateverychangeofalignment,gradientordiameterofsewer/storm water drains, Bends and

junctions in the sewer/drain shall be grouped together inmanhole as far as possoble. The maximum distance

between inspection chambers shall beabout 25 meters. Where the diameter of sewer/drain is increased, the soffit

of the pipe shall

befixedatthesamelevelandnecessaryslopegiventothechannelofmanhole/inspectionchamber.Theminimuminternalsi

zesofmanhole/inspectionchambershallbe aspertherespective item of work. The manhole/inspection chambershall

be constructed as perthedetaileddrawingsandasdirectedbyEngineer.Thebedconcreteandthebrick

masonryshallbeconstructedofsuchthicknessasshownondrawing.Thebrickmasonryshallbeconstructedin

C.M. (1:5), plastered on both faces inside and out side with 15 mm cement plaster in C.M. (1:3).The channel shall

be semicircular in the bottom half and of diameter equal to the sewer/drain.Above the horizontal diameter, the

sides shall be extended vertically to the same level as thecrown of the outgoing pipe and the top edge shall be

suitable rounded off. The branch channelsshall also be similarly constructed with respect to the benching out at

their junction with the mainchannel as appropriate fall suitable rounded off in the direction of flow in the main

channel shallbegiven.Thechannelatthebottomofmanhole/inspectionchambershallbeplasteredwith

C.M. (1:3) and finished smooth. Rungs shall be provided in all manholes/inspection chambersover 0.6 mtr in

depth and shall be of cast iron conforming to IS:5455. These rungs shall be

fixedstaggeredintwoverticalruns,300mmaparthorizontallyand300mmc/cvertically.Thetoprungshall be 450 mm

below the manhole/ inspection chamber cover and the lowest not more than300 mm above the benching. The

manhole/inspection chamber frame and cover shall be of castiron of specified weight and shall conform to the

requirements given in IS:1726. The covers andframes shall be cleanly cast and they shall be free from air and

sand holes and from clod shuts.They shall be neatly dressed and carefully trimmed. All castings shall be free from

voids whetherduetoshrinkage,gasinclusionorothercauses.Coversshallhavearaisedchequereddesignonthe top

surface to provide an adequered nonslip grip. Cover shall be capable of easy

openingandclosinganditshallbefittedintheframeinworkmanshiplikemanner. Thecovershallbegastight and water

tight. The size of covers specified shall be considered as the clear

internaldimensionsoftheframe.Coversandframesshallbecoatedwithablackbituminouscomposition. The coating

shall be smooth and tenaceous. The frame of manhole/inspectionchamber cover shall be firmly embeded to

correct alignment and level in cement concrete on thetop of the masonry. The item shall be executed as per the

detailed drawing and as directed byEngineer.

DesignandDetailsofReinforcementfortheslabshallbeapprovedbeforecastingworkorasdirectedbyengineerincharg

eorAdditionalCityEngineer(zone)

Modeofmeasurement:

Therateshallbeforaunit ofonenumberbasis.

ItemN ExtrarateoveritemofConstructingSlabTypeM.H.Chamberoffollowingsizeforconstructing M.H. Chamber, per

o.12 1.00 Decimetre of additional depth or part thereof.

etc.complete.Ofsize1.00x1.40mt.(insideclear)andDepthfrom

Modeofmeasurement:

Therateshallbeforaunit ofDMbasis.

ItemN Rate reduction over item of Constructing Slab Type M.H. Chamber of size 1.00 x 1.40 mtfor constructing

o.13 slab @ depth more than 0.60 mt for ( MH 2 to 3 mt depth) and 1.0 mt

for(MHabove3.0mtdepth)belowGroundLevel(Max.5unitof DMshouldbereducedinthis

Modeofmeasurement:

Therateshallbeforaunit ofDMbasis.

ItemN Dismantling of existing Arch type manhole up to Arch and then Const. Slab type manholeof following size

o.14 incl. excavation, refilling and & finished 15 mm thick cement plasterinside in CM 1:3, P/F 4 mm dia

M.S.Steel HDPE coated steps 35 cm c/c at 35 cm

staggeredinmasonryCM1:5,incl.costofRCCSlabinCC1:1.5:3,includingCantering&reinforcement as directed

by engineer in charge. Rate includes carting of debris andexcavated soil

1) 1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15 C.M& reinforcement (Singlejalliat15C.M.

c/cbothway10mmdia.)From0to2mtdepth(SlabatGroundlevel)

2) 1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15 C.M& reinforcement (Singlejalli at 15 C.M.

c/c bothway 10 mm dia.) From 2 to 3 mt depth (Slabatbelow 1.00mt.FromG.L.)

3) 1.40x 1.00 mt(insideclear)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 atGround level)

4) 1.40x 1.00 mt(insideclear)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 atbelow1.00mt. FromG.L.)

5) 1.40x 1.00 mt(insideclear) RCC Slab of thickness 23 CM & reinforcement(double jalli at 15 C.M. c/c

bothway 10 mm dia.) From 3 to 4 mt depth (Slab atbelow1.00mt. FromG.L.)

(a) Excavation:ThisbedoneasspecificationinItemNo.1,

(b) BrickbatsCementConcrete:-

:Cement used shall be got approved by the enginre in charge be fore starting the work

thisshallcomplywithspecificationingeneral.

SandtobeusedshouldcomplywithspecificationofP.W.D.handbookingeneral.

Brickbats to be used for concrete must be thoroughly well burnt and free

fromanyimpuritiesandsizefrom 20to25m.m.

The preparation of concrete shall be one part of cement 5 part of sand & 10 part brokenbrickbats.

Brickbats must be perfectly clean from inprutes and shall be throughly wetered be for

mixingandmixedproperlyonwoodenorspeciallyproparedplatformuntileverypartofthebrockbatsissufficentlycoated

Concrete must always be used fresh it shall be laid in layers as directed never exceeding 20kms. in thickness

and be well and quickly rammend with heavy rammers, until mortarcreams up to surface. The surface must

be kept damp during and after consolidation & inlaying consecutive layer the lower coars should be well

watered & mode lough be for thenextisplaced.

(c) Brickworkwithcementmortar.

Brickshallbetablebricksofapprovedcleanconformingwiththespecificationaslaiddownin P.W.D. hand book No.2

The brick shall be wellburnt and free from any defects shall be gotapprovedbytheEnginurin chargebefore

theworkisstarted.

Cement to be used for mortar shall comply with I.S.S. & P.W.D. hand book specificationscement mortar for

the brick work shall be one parts of cement to six part of sand every brick wellsoaked in water is required to be

ladi in joints of cement mortar the thickness of which shall notexceed paints of 1.25 cm If after removal of

centering any open joints are founed these shall bepointedimmedately.

Special care shall be taken to make the faces of brick work smooth brick work mar

betoothedorshallberackedbackincourse.

Allintradosofcursebeworkedfromcompetestricklymadetodimensionsandgrade.

Brick work in general shall be of first class workmanship and shall be excuted according toplan working to the

proper dimension & as directing by the officer in charge from the time to

timebricksshouldbethroughlyinwaterbeforeuse.AllbricksshallIhavetobecleanedwaterbeforelaying cement mortar

shall be prepared in special iron pans and mixed in quantites as requiredusing measurs boxes for sand and

cement bag of 1.25 cft. or 1 cft. as measured the case maybe all materials shall be stacked on the site as not to

obstruct tra fic in any way the masonaryshould be constructed in proper workmanship like manner with joints

plunb etc. to conform withgeneral specification No.45 P.W.D hand book. The face work should be neatly finished.

Theworkshallbekeptwaterdforworkatleastafterdateof completion.

(d) C.C.channels.

Cement concrete for the inverts and channels of manholes shall consist of one parts ofcement 2 parts of sand

4 part of aggregates of black trap metalof other approved material ofsizesfrom

0.6to2.5cm.wellgradedasperinstructions.

TheworkshallbeasperP.W.DhandbookspecificationNo.20aspergeneralinstructions.

The rate includes all necessary materuals mixing laying and remain and watering the exposedfaces tobe

finished with neat cement as per instruction the channel shall be half round and asper drawing & instruction of

Engineer in charge. proper bunching shall be provided at both of thechannel.

(e)Cementplaster.

Cement plaster 15 M.M. shall be done using cement mortar of 1 part cement and 3 parts ofsand in uniform

thickness with surfaces truely in plumb. The work in general shall comply withgeneral specifi cations for

)plaster no.64.P.W.D. hand book plastered surface shall kept damp atleastforfortnight.

All internal surfaces of the manholes including soft to arch shall be provided with cementplaster.

Manholeshallbeprovidedateverychangeofalignment,gradientordiameterofsewer/storm water drains, Bends

and junctions in the sewer/drain shall be grouped together inmanhole as far as possoble. The maximum

distance between inspection chambers shall beabout 25 meters. Where the diameter of sewer/drain is

increased, the soffit of the pipe shall

befixedatthesamelevelandnecessaryslopegiventothechannelofmanhole/inspectionchamber.Theminimumintern

alsizesofmanhole/inspectionchambershallbe aspertherespective item of work. The manhole/inspection

chambershall be constructed as perthedetaileddrawingsandasdirectedbyEngineer.Thebedconcreteandthebrick

masonryshallbeconstructedofsuchthicknessasshownondrawing.Thebrickmasonryshallbeconstructedin

C.M. (1:5), plastered on both faces inside and out side with 15 mm cement plaster in C.M. (1:3).The channel

shall be semicircular in the bottom half and of diameter equal to the sewer/drain.Above the horizontal

diameter, the sides shall be extended vertically to the same level as thecrown of the outgoing pipe and the top

edge shall be suitable rounded off. The branch channelsshall also be similarly constructed with respect to the

benching out at their junction with the mainchannel as appropriate fall suitable rounded off in the direction of

flow in the main channel

shallbegiven.Thechannelatthebottomofmanhole/inspectionchambershallbeplasteredwith

C.M. (1:3) and finished smooth. Rungs shall be provided in all manholes/inspection chambersover 0.6 mtr in

depth and shall be of cast iron conforming to IS:5455. These rungs shall be

fixedstaggeredintwoverticalruns,300mmaparthorizontallyand300mmc/cvertically.Thetoprungshall be 450 mm

below the manhole/ inspection chamber cover and the lowest not more than300 mm above the benching. The

manhole/inspection chamber frame and cover shall be of castiron of specified weight and shall conform to the

requirements given in IS:1726. The covers andframes shall be cleanly cast and they shall be free from air and

sand holes and from clod shuts.They shall be neatly dressed and carefully trimmed. All castings shall be free

from voids whetherduetoshrinkage,gasinclusionorothercauses.Coversshallhavearaisedchequereddesignonthe

top surface to provide an adequered nonslip grip. Cover shall be capable of easy

openingandclosinganditshallbefittedintheframeinworkmanshiplikemanner. Thecovershallbegastight and water

tight. The size of covers specified shall be considered as the clear

internaldimensionsoftheframe.Coversandframesshallbecoatedwithablackbituminouscomposition. The coating

shall be smooth and tenaceous. The frame of manhole/inspectionchamber cover shall be firmly embeded to

correct alignment and level in cement concrete on thetop of the masonry. The item shall be executed as per

the detailed drawing and as directed byEngineer.

DesignandDetailsofReinforcementfortheslabshallbeapprovedbeforecastingworkor

asdirectedbyengineerinchargeorAdditionalCityEngineer(southzone)Modeofmeasureme

Therateshallbeforaunit ofonenumberbasis.

ItemNo. Provdg.&layingS.W.Gullytrapwithbrickmasonry chamber &

16 watertightG.T.StoneincludingfixingofcoverSquaremouthtrap100mmx100mmsizeP-Trap

ConstructingGullyTrapChamberWithMasonryInCementMortar1:5&PlasteringInCementMortar1:3UsingG.T.S

toneIncl.FixingCoverEtc.CompletedAsDirected.

Modeofmeasurement:

Therateshallbefor aunitofNosBasis

ItemNo. Making connection to the ex. M.H.in running sewer incl. Dewatering and otherrequired machinery etc.

15 of following dia pipes at any convenient time. All damaged workshallbewellrepaired

asperinstructions. etc..complete.

Rateincludesconnectioninthesewerlineatanyconvenienttimewhentheloadonthedrainageline in less. All

damaged work shall be well repaired as per instruction of officer in charge.Proposed R.C. C. line should be

connected with the existing M.H. as directed. Holes made inthe well of existing M.H. should be finished

smooth and in circular shape as directed. Rate alsoincludes making new channel or repairing existing

damaged channel if instructed. Rate isinclusiveofwateringetc.as directed.

Modeofmeasurement:

Therateshallbefor aunitofNosBasis

ItemNo. Cutting the pipes of following dia coming in the new M.H.in

16 runningsewerincludingcuttingbars,includingremoving debris /silt from the M.H. and carting at a

suitabledistance etc..complete as directed. No payment for M.H. work will be made until pipe

isnotcutcompletelyinall respect.

ng in the new M.H. in running sewer of any dia pipes at any convenient time when M.H. is

foundemptyalldamageworkshall bewellrepairinstruetionsetc.comp.

material shallbe cut as pes requirement to Cutting thepipe in existing manhole reinforcementbars shall also

have to be cut in existing manhole as per requirement and making good thesame. the dis mental materials

shall be carried ti placesat all lead as directed by engineer

inchargeIfdirectedtheworkshallhavetobedoneatnightthemeasurementshallbeaspernos

Modeofmeasurement:

herateshall beforaunitofNosBasis

tem Repairing damaged M.H. incl. removing damaged brick and repairing by masonry in

No.17/ C.M.1:5andplasterinC.M.1:3andfixingC.I.stepsandM.H.andcartingthesameasdirected.A)………………do

B) ………………do ....................... Upto0.35mt.(@Fourcoarse)

C)………………do…………………Upto0.65mt.(@Sevencoarse)D)………………do

Upto0.90 mt.(@TenCoarse)

RepairingdamagedI.C./Raisinremovingdamagedbrickworkandrepairingbybrickmasonry in C.M. 1:5

and plasterinC.M.1:3andfixingC.I. steps and existingchamber sheet cover,removing the debris

from chamber andcartingthesameasdirected.

Required level shall be achieved in brick work as specified including plaster, the thickness ofjoints shall not

exceed 10 mm (3/9”). In no case the frame shall be supported by chips or brokenbrickorasphaltmix.

All frame of manholes, and chambers etc. shall be kept flush with the general surface ofan asphalt

road/concrete pavement. The frame shall be bedded in cement mortar on the brickworkwithsplayedfillerall

Water:Gullyframesbeingontheedgeofroadshallbefixedtothecorrectroadlevelatitsupperendandtheslopeshouldbe

suchitmustbeabout(12mm)(1/2”)lowerthanwatertable.

A concrete pavement should be case around the frames and covers of man-holes,chambersetc.

incaseof asphlaticroad.

The space around circular frame and covers shall be fully paved with c.c. (1:2:4) asspecified and

directed. The pavement shall be at least 8 mm (3”) wider than the outer most edgeof the circular frame no

pavement will be made of this pavement under the item of cementconcrete.

The space to be paved around hydrant or sluice boxes shall be 1.6 m x 1.5 m (5’ x 5’) inexternal

measurement and in case if gas siphon or chamber 91 cm x 61 cm (3’ x 2’) the

longerdimensionbeingalongthedirectionofthemain.

In case of rectangular frame cover it shall paved as directed by Engineer with 1:2:4 C.C.No payment

will be made for the pavement should be at least 8 cm (3”) wider than the outermostedgeoftheframe.

After removing the top portion of the manholes, the proper brick masonry layer with c.m.(1:4) should

be constructed for proper bondage with old masonry and 8 cms thick PCC work(1:2:4) should be laid on the

top of brick layer an up to the bottom of the seat. After fixing

theseatthemanholeshouldbeproperlyleveledwithroadlevel.

Filling with cement concrete the spaces around the manholes, chambers, etc. shall

becleanwithin48hoursofconcretingday.

M/SshallbegivenonNobasis.

ItemNo. Providing F.R.C. MH seat cover incl. carting to the work site etc. comp. Directed.

19 1) HeavyDuty

FrameSuitablefor50CmopeningofMHCoverSuitablefor

50CmOpeningOfMH

FrameSuitablefor50CmopeningofMHCoverSuitablefor

50CmOpeningOfMH

3) HouseconnectionChamberLightDutyFrame

Modeofmeasurement:-

Therateshallbeforaunitofonenumberbasis

ItemNo. Carting and Fixing M.H., Chamber or CatchpiteSeat and Cover in line and level to matchexisisting road

20 level in C.C. 1:2:4andfinishing smooth, watering and protectingfor 7days etc. complete as directed.

M.H. seat cover will be supplied byA.M.C.(from anystore)

Carting and Fixing M.H., Chamber or CatchpiteSeat and Cover in line and level to matchexisisting road

level in C.C. 1:2:4 and finishing smooth, watering and protectingfor 7 days

etc.completeasdirected.M.H.seatcoverwillbesuppliedbyA.M.C.(fromanystore)

Modeofmeasurement:-

Therateshallbeforaunitofonenumberbasis

ItemNo. ProvidingKachhaOfPakkaDummyIn The Following Dia Pipes And Removing

21 TheSameAfterTheConnectionOfTheWorkAs Directed.

Providing kachcha or pakka dummy in the following dia pipes and removing the sameafter the

connecting of the work as per instruction of engineer in charge. If kachcha or pakkadummy is not removed by

the contractor then the penalty shall be laid as per municipal rules orderived

bythemunicipalcorporationofficer'sin-charge.

Measurementsshallbegivenonno.basis.

ItemNo. ProvidingDeadCanteringusinggoodqualityCountryWoodPlanks,wallPlateofrequiredthickness and size

22 including placing the nece. supports of reqd. size, nailing, fixing withmortar, levelling. All specification

for dead centring as per standard engg. practice etc.comp. asdirected..

ProvidingDeadCanteringusinggoodqualityCountryWoodPlanks,wallPlateofrequired thickness and size

including placing the nece. supports of reqd. size, nailing, fixing withmortar, levelling. All specification for dead

centring as per standard engg. practice etc. comp. asdirected.

Therateshallbefor aunit ofSmtBasis

ItemNo. Supplying,labourforbreakdownrepairingworkforactivitieslikeexcavation,disliting,removingdebrisfromtre

23 nchbackfillingetc.comp.asdirectedbyEng.incharge.

1) Mazdooratday/Night

2) Makadam/supervisionatday/NightModeofmeasur

ement: TherateshallbeforaunitofNoBasis.

ItemNo. Barricading theentirebreakdownorexcavatedareaon rentalbasisusingwoodenballies

24 / M.S.angles at max. 2.00 meter centre to centre, C.G.I. Sheet, reflective paint / Board outside to avoid

accident & for smooth traffic diversion & movement including cautionaryboard etc. Item also includes

for making temporary sufficient nos of lighting arrangementthrough out the work with necessary

required arrangement. ..The same shall be removedaftercompletion ofwork.

Modeofmeasurements&payment:

TherateshallbeforaunitofRmt

ItemNo. Fabricating, supply and erecting in position Standard Structural steel sections conforming to IS

25 for railing , skywalk, stair, or other works using ISMB, ISA, ISMC, MS plate, flat, square bars, pipe,

square pipe, rectangular sections, square section, tube, etc. including welding, cutting, wastage, etc.

complete. The rate is inclusive of welding rod, supply & fixing of correct size nut, bolts, washers,

including one primer coat of red lead paint conforming IS:102 Zinc chromate paint conforming to IS:104

followed by two coat of aluminium paint as per IS:2339 OR enamel paint of color as selected by

engineer incharge, with all contractor's materials, labour, tools & plants, in bolted/welded construction

as directed by Engineer-in Charge. The waste cut pieces shall not be included in the paying quantity.

The work shall be done as per drawing and specification. The work shall be carried out as per IS:800,

ItemNo. Providing TMT Bar FE415 reinforcement for R.C.C. work including bending, binding and placing in

26 position complete upto floor two level (upto 10 ton)

Therateshallbeforaunitof KG Basis.

ItemNo. Brickworkusingcommonburntclaybuildingbrickshavingcrushingstrengthnotlessthan35kg/Sq.cm.inceme

27 ntmortar1:5(1cement:5finesand)

Materials: Water shall conform to M-1 Cement shall conform to M-3 Sand shall conform to M-6.Brickshall

conformtoM-15Cementmortarshall conformtoM-11.

Theproportionofthecementmortarshallbe1:6(1cement:5finesand)byvolume.

Wetting of bricks: The bricks required for masonry shall be thoroughly wetted with clean waterfor about two

hours before use or as directed. The cessation of bubbles, when the bricks

arewettedwithwaterisanindicationofthroughwettingof bricks.

BricksshallbelaidinEnglishbondunlessdirectedotherwise.Halforcutbricksshallnotbeusedexcept when necessary

to complete to bond; closer in such case shall be cut to required sizeandusedneartheendsofwalls.

A layer of mortar shall be spread on full width for suitable length of the lower course. Each brickshall first be

properly bedded and set home by gently tapping with handle of trowel or

woodenmallet.Itsidefaceshallbeflushedwithmortarbeforethenextbrickislaidandpressedagainst

it.Oncopletionofcourse,theverticaljointsshallbefullyfilledformthetopwithmortar.

Thewallsshallbetakenuptrulyinplumb.Allcoursesshallbelaidtrulyhorizontalandallverticaljoint shall be truly

vertical. Vertical joints in alternate course shall generally be directly one overtheother.Thethicknessof

brickcourseshallbekeptuniform.

The brick shall be laid with frog upwards. A set of tools comprising of wooden straight edges,mason’s sprit

level, square half meter rub, and pins, string and plumb shall be kept on the site ofworkforfrequent

checkingduringtheprogressofwork.

Both the faces of walls of thickness greater than 23 cms shall be kept in proper place. All

theconnectedbrickworkshallbekeptnotmorethanonemeterovertherestofthework.Wherethisis not possible, the

work shall be raked back according to bond (and not left toothed) at an anglenot steeperthan45degrees.

All fixtures, pipes, outlets of water, hold fasts of doors and windows etc. which are required to

bebuiltinwallshallbeembeddedincement mortar.

Bricks shall be so laid that all joints are quite flush with mortar. Thickness of joins shall notexceed 12 mm. The

face joints shall be raked out as directed by taking tools daily during theprogress of work, when the mortar is

still green so as to provide key for plaster or pointing todone.

The face of brick shall be cleaned the very day on which the brick work is laid and all mortardroppingremoved.

Green work shall be protected from rain suitably. Masonry work shall be kept moist on all thefaces for a period

seven days. The top of masonry work shall be kept well wetted at the close oftheday

Preparationoffoundationbed:

If the foundation is to be laid directly on the excavated bed, the bed shall be leveled, cleared ofall loose

materials, cleaned and wetted before starting masonry. If masonry is to be laid onconcrete footing, the top of

concrete shall be cleaned and moistened. The contractor shall obtainthe engineer'’ approval for the foundation

bed, before foundation masonry is started. Whenpuccas flooring is to be provided flush with the top to plinth,

the inside plinth offset shall be keptlowerthantheoutsideplinthtopbythethicknessoftheflooring.

Modeofmeasurementsandpayment:

Themeasurementsofthisitemshallbetakenforthebrick masonryfullycompletedinfoundationuptoplinth.

Thelimitingdimensionsnotexceedingthoseshownontheplansorasdirectedshallbefinal.Battered, tapered

andcurvedportionsshallbemeasurednet.

No deduction shall be made from the quantity of brick work nor any extra payment made forembedding in

masonryormakingholesinrespectoffollowing items:

Endsofjoints,beams,posts,girders,rafters,purlins,trusses,corbelstepsetc.wherecrosssectionalareadoesnotexcee

Openingnotexceeding1000Sq.cm.

Wallplatesandbedplates,bearingofslabs,chhajasanthelikewhosethicknessdoesnotexceed10Cms.and

thebearingdoesnotextendto thefullthicknessofwall.

Drainageholes,andrecessesforcementconcreteblockstoembedholdfastsfordoors,windowsetc.

Ironfixtures,pipesupto300mmdiaholdfastsanddoorsandwindowsbuiltintomasonryandpipesetc.forconcealedwiring

Formingchasesofsectionnotexceeding350Sq.Cm.inmasonry.

Aperturesforfireplacesshallnotbedeductednorshallextralabourrequiredtomakesplayingofjambs,throatingandmaki

ngArchesovertheaperturebepaidforseparately.

Therateshallbeforaunit ofonecubicmeter.

ItemNo. Providing15mmthickcementplasterinsinglecoatonRough(Similar)sideofsingleorhalfbrickwallsforinterior

28 plasteringuptofloortwolevelandfinishedevenandsmoothin

(i)Cementmortar1:3(1-cement:3-sand)finishingwithafloatingcoatofneatcementslurry.

WaterM-1.TheCementmortarofproportion1:3shallconformtoM-13.

Scaffolding : Wooden ballies, bamboos, planks, treatles and other scaffolding shall be sound.These shall be

properly examined before erection and use Stage scaffolding shall be providedforceilingplaster, whichshall

beindependent ofthewalls.

Preparationofback-ground:

The surface shall be cleaned of all dust, loose mortar droppings, traces of algae, afflorescenceand other

foreign matter by water or by brushing. Smooth surface shall be roughened by wirebrushing if it is not hard and

by racking if it is hard. In case of concrete surface, if a chemicalretarder has been applied to the form work, the

surface shall be roughened by wire brushing andall the resulting dust and loose particles cleaned off and care

shall be taken that none of

theretarderisleftonthesurface.Trimmingofprojectionsonbrick/concretesurfacewherenecessaryshallbecarried

outtogetanevensurface.

Raking of joints in case of masonry where necessary shall be allowed to dry out for

sufficientperiodbeforecarryingout theplasterwork.

The work shall not be soaked but only damped evenly before applying the plaster. If the

surfacebecomesdrysuchareashallbemoistenedagain.

Forexternalplaster,theplasteringoperationshallbestartedfromtopfloorandcarrieddownwards. For internal plaster,

the plastering operations may be started wherever the buildingframe and cladding work are ready and the

temporary supporting ceiling resting on the wall

ofthefloorhavebeenremoved,Ceilingplastershallbecompletedbeforestartingplastertowalls.

ApplicationsofPlaster:

Theplasterabout15x15cms.Shallbefirstappliedhorizontallyandverticallyat notmorethan2metre intervals over the

entire surface to serve as gauge. The surfaces of these gauges shall betruly inplane of the finished plastered

surface. The mortar shall then be applied in uniformsurface slightly more than the specified thickness, then

brought to a true surface by working

awoodenstraightedgereachingacrossthegaugeswithsmallupwardandsidewaysmovementata time. Finally, the

surface shall be finished off true with a trowel or wooden float according as asmooth or a sandy granular

texture is required. Excessive trowelling or overworking the floatshall be avoided. All corners, arrises, angles

and junctions be truly vertical or horizontal as thecase may be and shall be carefully finished. Rounding or

chamfering corners, arrises junctionsetc.shallbe carriedoutwithpropertemplatestothesizerequired.

Cement plaster shall be used within half an hour after addition of water. Any mortar or plasterwhich

ispartiallysetshallberejectedandremovedforthwithfromthe site:

In suspending the work at the end of the day, the plaster shall be left out clean to the line bothhorizontally and

vertically. When recommending the plaster, the edges of the old work shall bescraped clean and wetted with

cement putty before plaster is applied to the adjacent area toenable the two to properly joint together.

Plastering work shall be closed at the end of the day onthe body of the wall and nearer than 15 cm. To any

corners or arrises. Horizontal joints

inplasterworkshallnotalsooccuronparapettopsandcopingsastheseinvariablyleadtoleakage.Noportionofthesurfac

eshallbeleftoutinitiallytobepackeduplateron.

Eachcoatshallbekeptdamcontinuously tillthenextcoatisappliedorforaminimumperiodof7 days. Moistening shall

commence as soon as plaster is hardened sufficiently. Soaking of wallsshall be avoided and only as much

water as can be readily absorbed shall be used excessiveevaporation onthesunny orwindwardsideofbuildingin

hot airordry weather shall beprevented by handling mattings or gunny bags on the outside of the plaster and

keeping themwet.

Modeofmeasurement&payment:

The rate shall include the cost of all materials, labour and scaffolding etc, involved in

theoperationsdescribedunderworkmanship.

All plastering shall be measured in square metres unless, otherwise specified length, breadth orheight

shallbemeasuredcorrecttoacentimeter.

Thickness of the plaster shall be exclusive of the thickness of the key i.e. grooves or open jointsin brick work,

stone work etc. or space between laths. Thickness of plaster shall be averagethicknesswithminimum

10mm.atanypointonthissurface.

Thisitemincludesplasteringuptofloortwolevel.

The measurement of wall plastering shall be taken between the walls or partition (dimensionsbefore plastering

being taken) for length and from the top of floor or skirting to ceiling for height.Depthof coverof cornicesif

anyshallbededucted.

Soffits of stairs shall be measured as plastering on ceilings, Flowing soffits shall be measuredseparately.

For jambs, soffits, sills etc. for openings not exceeding 0.5 sq. mt. each in area for ends of joints,beams, posts,

girders, steps etc. not exceeding 0.5 sq. mt. each in area and for openingsexceeding 0.5 sq.mt. and not

exceeding 3.0 sq. mt. in each area deductions and additions shallbemadeinthefollowingmanner:

No deductions shall be made for ends joints, beams posts etc. and openings not exceeding 0.5sq. mt. each

and no addition shall be madefor reveals, jambs, soffits, sills etc. of these openingforfinishtoplasteraround

endsof joints,beams,postsetc.

Deduction for openings exceeding 0.5 sq. mt. but not exceeding 3 sq. mt. each shall be made

asfollowsandnoadditionshallbemadeforreveals,jambs,soffitsetc.sillsetc.oftheseopenings.

When both faces of all wall are plastered with same plaster,

deductionshallbemadeforonefaceonly.

When two faces of wall are plastered with different types of plasters or ifone faces is

plastered and the other pointed, deductions shall be made from the plaster orpointing on the side of frame for

door, window etc. on which width or reveals is less than that

ontheothersidebutnodeductionsshallbemadeontheotherside.Wherewidthofrevealsonbothfaces of all are equal,

deductions of 50% of area of opening on each face shall be made fromareaof plasterand/orpointingasthecase

For openings having door frames equal to projecting beyond the thickness of wall, full

deductionforopeningshallbemadefrom eachplastered faceofthewall.

In case of openings of area above 3 sq. mt. each, deduction shall be made for opening butjambs,

soffitsandsillsshallbemeasured.

The rate shall be for a unit of one sq.

metre.finishingwithafloatingcoatofnetcementslurry.Materials

Thisworkisonlyofprovidingsmoothcementfinishwithfloatingcoatofneatcementslurry.

The coat of cement and fine sand mortar of proportion 1:1 (1.5 mm. thick about) shall be appliedto the

plastered surface with a trowel to provide uniform texture while the base coast is stillplastic.

In any continuous face of wall the finishing treatment should be carried out continuously and

daytodaybrakedmadetocoincidewitharchitecturalbreaksinordertoavoidunsightlyjunctions.

Curing:Alltheplasterworkshallbekeptdampcontinuouslyforaperiodof7days.

Modeofmeasurements&payment:

Thepaymentshallbemadeforaunit of 1.0sq. mt. ofworkdone overandabovethe finishingofworkof base coat.

Therelevantspecificationsofitemofbasecoatshallbefollowedformeasurements andpayment.

Therateshallbeforaunit ofonesq.metre.

ItemNo. Reinstatement of Asphalt road using the same material.

Therateshallbeforaunit ofonesq.metre.

ItemNo. Providing and Casting in situ ordinary cement concrete M200 for R.C.C. Raft and cutt off walls

30 including necessary shuttering laying, vibrating, ramming and curing complete.(B) Walls, fom top of

foundation level upto floor two level.

Therateshallbeforaunit ofone Cu.metre

ItemNo. Labour charger for lowering existing Ventilating column safely with the help of required capacity of

31 hydra crane or any type of required capacity of crane. Item also includes welding machine , gas cutter

electric cutter , breaker etc necessary machineries required for this work with out damage and item

also includes carting the same to the AMC store. etc. comp as directed.

Therateshallbeforaunit ofone Nos.

ItemNo. ConstructingBombayPatternTypeCatchPitofsize0.60x0.60depthupto 1mtincludingexcavation, B.B.C.C.

32 (1:5:10), 23 cms thick brick maso. wall in the prop. of CM (1:6) with40 mm thick IPS flooring in the

propM15 at bottom and 15 mm thick cement plasterinsidethecatchpitinthe

proportionofCM(1:3)withoutjalietc.comp.asdirected.

Catchpit shall be provided at every change of alignment, gradient or diameter

ofstormwaterdrains,Bendsandjunctionsinthesewer/drainshallbegroupedtogetherinchamberas far as possoble.

The maximum distance between inspection chambers shall be about

25meters.Wherethediameterofsewer/drainisincreased,thesoffitofthepipeshallbefixedatthesame level and

necessary slope given to the channel of manhole/inspection chamber. Theminimum internal sizes of

manhole/inspection chamber shall be as per the respective item

ofwork.Themanhole/inspectionchambershallbeconstructedasperthedetaileddrawingsandasdirected by

Engineer. The bed concrete and the brick masonry shall be constructed of suchthickness as shown on

drawing. The brick masonry shall be constructed in C.M. (1:5), plasteredon both faces with 15 mm cement

plaster in C.M. (1:3). The channel shall be semicircular in thebottom half and of diameter equal to the

sewer/drain. Above the horizontal diameter, the sidesshall be extended vertically to the same level as the

crown of the outgoing pipe and the top

edgeshallbesuitableroundedoff.Thebranchchannelsshallalsobesimilarlyconstructedwith

Respecttothebenchingoutattheirjunctionwiththemainchannelasappropriatefallsuitable

rounded off in the direction of flow in the main channel shall be given. The channel at the bottomof

manhole/inspection chamber shall be plastered with C.M. (1:3) and finished smooth. Rungsshall be provided

in all manholes/inspection chambers over 0.6 mtr in depth and shall be of castiron conforming to IS:5455.

These rungs shall be fixed staggered in two vertical runs,

mmaparthorizontallyand300mmc/cvertically.Thetoprungshallbe450mmbelowthemanhole/inspection chamber

cover and the lowest not more than 300 mm above the benching.The manhole/inspection chamber framing

and cover shall be of cast iron of specified weight andshall conform to the requirements given in IS:1726. The

covers and frames shall be cleanly castand they shall be free from air and sand holes and from clod shuts.

They shall be neatly dressedand carefully trimmed. All castings shall be free from voids whether due to

shrinkage, gasinclusion or other causes.Covers shall have a raised chequered design on the top surface

toprovide an adequered nonslip grip. Cover shall be capable of easy opening and closing and itshall be fitted

in the frame in workmanship like manner. The cover shall be gas tight and watertight. The size of covers

specified shall be considered as the clear internal dimensions of theframe.Coversand framesshall be coated

with a blackbituminous composition. The coatingshall be smooth and tenaceous. The frame of

manhole/inspection chamber cover shall be firmlyembeded to correct alignment and level in cement concrete

on the top of the masonry. The itemshallbeexecutedasperthedetailed drawingandasdirectedbyEngineer

Modeofmeasurements&payment:Therate shallbeforaunitofNos

ItemNo. CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with frame 600mm x 600mm clear opening etc.

33 comp.. As directed by engineer in charge.

Modeofmeasurements&payment:Therate shallbeforaunitof Nos

ItemNo. Providing, laying and jointing in true line and level UPVC pipe (SCH-40) of following dia. Including

34 fittings of standard make as approved by Engineer-in-charge.

Mode of measurements&payment:Therate shallbeforaunitof Rmt

ItemNo. Providing, supplying & fixing to wall ceiling and floor 6.0 kg. F/Cm2 working pressure polythelene

35 pipes of the following outside dia. Low density. Complete with special flange empression type fittings.

Wall clips etc. incl. making good the wall ceilling and floor

Mode of measurements&payment:Therate shallbeforaunitof Rmt

ItemNo. Providing and operation dewatering Pump including fuel charges & operator Charges etc.asdirected

36 etc.comp. (ShiftforEightHour)(ForEachPumpSet)

Modeofmeasurements&payment:

TherateshallbeforaunitofShift

ItemNo. Hiring and operating Mud Pumps incl. Cost of fuel and operator including the cost oftoand fro

37 transportation, laying of the delivery hoses as required, lowering and liftingthe pumps as and when

required etc. complete. Set Do As Directed. (No paymentshouldbeallowedfornonworking

conditionofmachinery)

Modeofmeasurements&payment:

TherateshallbeforaunitofHP/Hr.

ItemNo. Hiring and operatingthe 20 KV 3 Phase Electric Generator foroperatingdesiltingmachinery,andlighting

38 and other requirements with Arranging diesel to run the

D.G.SetDoAsDirected.8HrsShift.(Nopaymentshouldbeallowedfornon workingconditionofmachinery )

Modeofmeasurements&payment:

TherateshallbeforaunitofShift

ItemNo. Providing & Supplying JCB Machine on rental basis in case of emergency situation andbreak down

39 type work & also during unavoidable condition as per instructionof

engg.incharge,rateincludesallnece.shifting,fueland operatingcharges andstackingof useful & non-

useful materials separately up to store. (No payment shouldbe allowed for non working condition of

machinery and for pipelineexcavation andlayingwork)

The item is for supplying JCB on rent for various construction activities The rate includes variousoperational

cost such asoperating generater/electricity diesel,petrol, operater's salary, etccomp.

when machine is in working condition all precautions shall be taken by contractor to avoid theaccident.if any

accident occurs contractor shall be fully resonsible for that. the payment shall begiven on hour basis.No

payment shall be given for idle hour and no time shall be counted forcarrying

machinetositeandfromshiftingsitetosite.

Thepaymentshallbegivenon hour basis.

ItemNo. SupplyingElectricBreakerMachineforRCCSlaborAsphaltDemolishingWorkonsitebyusing Operator, fuel,

40 power Supply etc. Complete as Directed. (No payment should beallowed for non working condition of

machinery and for pipe line excavation and M.H.work.Allowed onlyforbreak downwork)

Modeofmeasurements&payment:Therateshallbefor aunitof Hr.

ItemNo. Providing & Supplying Hitachi Machine-110 capacity on rental basis in case of emergency situation and

41 break down type work & also during unavoidable condition as per instruction of engg. in charge, rate

includes all nece. shifting, fuel and operating charges . (No payment should be allowed for non

working condition of machinery)

Modeofmeasurements&payment:Therateshallbefor aunitof Hr

ItemNo. Providing & Supplying Hitachi Machine-200 capacity on rental basis in case of emergency situation

42 and break down type work & also during unavoidable condition as per instruction of engg.incharge

rate includes all nece. shifting, fuel and operating charges. (No payment should be allowed for non

working condition of machinery)

Modeofmeasurements&payment:Therateshallbefor aunitof Hr

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

43 situation and break down type work & also during unavoidable condition as per instruction of engg. in

charge, rate includes all nece. shifting, fuel and operating charges. (No payment should be allowed for

non working condition of machinery)

Modeofmeasurements&payment:Therateshallbefor aunitofShift

Conctractor's Signature Addl.City Engineer

Address & Mobile no. ( North Zone)

AHMEDABAD MUNICIPAL CORPORATION

FORM OF BID AND APPENDIX TO BID

FORM 1 - BID SECURITY (BANK GUARANTEE)

(Hereinafter called the Tenderer) is desirous and preferred to tender for works in accordance

with the term and conditions of tender for the work of Laying New Drainage line and

upgradation work and Repairing Chamber/MH in parihar nagar, shyamnagar

,Vidyanagar and Diff.Chawls Regarding Pollution work in Kubernagar ward in North

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

rupees………………..(in words............................................) Rs. (in figures) and we undertake to

pay to Municipal Commissioner, Ahmedabad Municipal Corporation, A'bad. Specified tip to his

first written demand, without demur without delay and without the necessary of a previous of

judicial or administrative procedures and without the necessity of a previous of judicial or

administrative procedures and without the necessity to prove to the Bank the defects or short

comings or debits of the contractor any sum within the limit of

2. We further agree that the Guarantee herein contemned shall remain in full force and effect

during the period that would be taken for the acceptance of tender. However unless a demand

of claim under this guarantee is made on its in writing on or before the (Date to be specified

will not be less than 120 days from the stipulated date of receiving the tender) we shall be

discharge from all liabilities under the guarantee thereafter

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

consent of the Municipal Commissioner, Ahmedabad Municipal Corporation, A' bad in

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

Tenderer or of the Bank.

Signature & Seal of Guarantor ...........................

5. The contractors shall have to furnish income tax clearance certificate before his tender is

accepted and intimate assessment number and ward under which he is assessed.

6. Copies of certificate as regards previous experience, if any, must accompany the tender.

7. List of approved banks - .As per

Seal and Signature of the Bidder Addl.City Engineer (N.Z)

FORM -2 PERFORMANCE GUARANTEE BOND

(BANK GUARANTEE)

(Clause 37 of Section I Volume 1)

Awarded a contract dated_ __________________for the Laying New Drainage line and

upgradation work and Repairing Chamber/MH in parihar nagar, shyamnagar

,Vidyanagar and Diff.Chawls Regarding Pollution work in Kubernagar ward in North

Whereas the said M/s __________________________________________has approached Us

___________________________________________Bank to provided a PERFORMANCE

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

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

______________________Bank provided the following Performance Bank, Guarantee by way

of these Bond to the AMC.

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

Rs. _ __________. This guarantee in the nature of PERFORMANCE GUARANTEE is provided so as

to ensure and indemnify the AMC for full and proper performance of the contract by

the _______________________________Bank hereby indemnify the AMC for all losses and / or

damages to the road surface which would be laid or resurface by

M/s.________________________ and such PERFORMACE GUARANTEE would include any

damage to hot mixes, dense bituminous macadam asphalt, concrete, seal coat, concrete blocks,

road markings, signage, steel structures which may be suffered by the AMC as a result of

defective production of mixes, because of poor workmanship, or at all, by way of this bond, we

the _________________________________Bank agree and promises that in the eventuality of

the contractors M/s. __________________________________________not repairing or

remeding the Problem, loss or damage to the road surface we shall indemnify and pay the AMC

such expenses, losses and damages that may be incurred by the AMC, as a result of the AMC

getting the work done itself or from the other source.

2. We _______________________________ Bank agree and understand that the decision as to

whether any losses or damages to the project have taken place or not and / or whether the

work suffers from poor workmanship or not will be taken by the Commissioner of AMC and on

the Commissioner's decision regarding such losses or damages or defect whatsoever being so

notified by the AMC to us, We shall immediately take steps and ensure that

M/s.__________________________________ faithfully and diligently carry out the necessary

remedial steps to the full satisfaction of the Commissioner of the AMC. The opinion of the

Commissioner as to whether full and complete remedial steps, to the full satisfaction the

Commissioner of the AMC has been taken or not, will be that of the AMC. For the purpose, of

arriving at such decision as aforesaid it will be open to the Commissioner of the AMC in case he

so desires, to delegate this power to subordinate like the city Engineer to take appreciate

decision and the decisions referred to above will be deemed to be properly take and as if taken

by the Commissioner of the AMC. In the eventually of M/s.______________ not taking

remedial action to the almost satisfaction of the Commissioner of AMC. The AMC will be

entitled to get the work done itself or from sources. On the Commissioner of the AMC notifying

to us the total expenses incurred for this purpose. We hereby expressly have under taken to

pay the AMC the said amount forth with and in any case not less than 7 days from taken to pay

the AMC the said binding the amount indicted by the Commissioner of the AMC and our

obligation to pay such amount will be continuing of the AMC and our obligation irrespective of

any dispute of differences that may arise between us and M/s.

_____________________________ of between the AMC and M/s.

3. The contract value is Rs. __________________________. This PERFORMANCE GURANTEE is

limited to 5% of the said contract value and accordingly it comes to Rs.

_______________________ our liability will be in all cases be limited to

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

years and one month from the date when the contract work is completed by the

M/s._____________________________________. The Commissioner of the AMC notify such

completion that to us. In case, no such completion it is notified, this performance guarantee will

be a valid from five years from the date of execution of this agreement. The Performance

Guarantee will come into effect from such completion date. In case however, the contract of

several parts it will be opened to the Commissioner to indicate separate completion dates for

separate part and to simultaneously indicate a break up of the contract value equivalent to the

separate part. In which case the PERFORMANCE GUARNATEE to extent of the different

completion dates. It is expressly understood that the considering this period of five years and

one month, the date by which the Corporation, intimate the Bank about the losses, damages or

problems as the case may be, shall be considered as long as such intimation is within a period

of five years and one month from the completion date. We the ___________________ Bank

will be liable, irrespective of whether the remedial actions or lack thereof has taken place after

the period of the five years and one month.

5. We _________________________________ Bank agree that the PERFORMANCE

GUARANTEE which is continuing guarantee will be binding, and enforceable against us

irrespective of any difference / disputes between the AMC and M/s.

and irrespective of any change or variation or execution time or any forbearance or waiver

made or grant by the AMC to M/s.___________________________________.

6. In case any disputes arise as to the interpretation or implementation or implementation of

this PERFORMANCE GUARANTEE, the matter shall be referred to the sole arbitration of he

Commissioner of AMC whose decision in the matter will be final. In case any resource to any

court of law is necessitated, the appropriate Civil Court in the Ahmedabad along will have

Date: Signature of Contractor

FORM 3 - FORM OF AGREEMENT

THIS AGREEMENT made the ____ day of _______, 20__ between Ahmedabad Municipal

Corporation ………………..(here in after called “the Employer”) of the one part and

____________________________________________ (here in after called “the Contractor”) of

the other part.

WHEREAS the Employer is desirous that certain works should be executed by the Contractor,

____________________________________________ and has accepted the bid by the

contractor for the execution and completion of such works and the remedying of any defects

therein at a contract price of Rs.______________ (Rupees _________________

NOW THIS AGREEMENT WITNESSETH as follows:

1. In this Agreement, words and expressions shall have the same meanings as are respectively

assigned to them in the Conditions of Contract hereinafter referred to.

2. The following documents shall be deemed to form and be read and construed as part of

this Agreement, viz.:

a) the Letter of Acceptance;

b) the General Conditions

c) The Financial Condition

d) the Technical Specifications;

e) the Priced Bill of Quantities; and

f) other documents forming part of the contract.

3. In consideration of the payments to be made by the Employer to the Contractor as here in

after mentioned, the Contractor hereby covenants with the Employer to execute and complete

the Works and remedy any defects therein in conformity in all respects with the provisions of

3. The Employer hereby covenants to pay the Contractor in consideration of the execution

and completion of the Works and the remedying of defects therein the Contract Price or such

other sum as may become payable under the provisions of the Contract at the times and in the

manner prescribed by the Contract. IN WITNESS whereof the parties hereto have caused this

Agreement to be executed the day and year first before written.

Signed, sealed, and delivered by the said Employer and the Contractor in the presence

On behalf of Ahmedabad Municipal

On behalf of M/s.

Binding Signature of the Employer:

Binding Signature of the Contractor:

Sample Form for updating - qualification information

GENERAL SPECIFICATION

Name of work Laying New Drainage line and upgradation work and Repairing

Chamber/MH in parihar nagar, shyamnagar ,Vidyanagar and Diff.Chawls Regarding

Pollution work in Kubernagar ward in North zone.(ARC)

The work shall be completed with 12 (Twelve) Months after the order to start the works.

The details of reinforcement of R.C.C. work shall be as per design and instructions of 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. 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 when such case

occurs. The contractor shall arrange formed iampasant night and fencing and pagi and shall be

responsible for any damage of life and limb or property if any happen, during the execution of

work. In case of dispute for unseen or overlooked items the decision of the city Engineer shall

be final. The contractor shall have to give site clean of all rubbish on completion of work and

have over the building with final finishing of the work as directed. All the rejected materials

shall be removed from site within 24 hours by contractor at this rsk and cost.

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 and

shall pay the water charges as per water meter.

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 C.E. as per the rate analysis based on current

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 and no claim for extra for subsequent changes may be 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 measures.

The R.C.C. or specified work shall not be done on Sunday and holiday excepting emergency or

when technical requirements are such that continuity of work should be maintained and that to

will be with prior. Permission of the competent authority.

Retetion money at the rate of 2% shall be deducted from every running bill of the contractor

and which will be paid at the time of final bill, for works costing less than Rs. 10-00 lakhs.

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

will be fully responsible for compliance of the various prevision under contract Act. 1970 and

the Rules framed the to under.

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

the tenders for this work and that the tenderer shall not be allowed to withdraw on modify the

offer on his own during the period. If any tenderer withdraw or makes any modifications (s) or

addition (s) 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 absolutely.

As per Circular No. MCR 2176 (96) 2418 (ii) GHH dated 31-03-77 issued by Government of

Gujarat contractors are requested to produce their quarry materials for construction work

through legal sources. i.e. only form the quarry lease holders, permit holder or middle man who

satisfies the contractor as to the legality of the source of purchase by him on these materials.

Contractor has to make his own arrangement for procurement of steel and cement.

i) Conditional tender will not be accepted.

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

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 & B2 can be is available in website.

Contractor’s Signature Addl.City Engineer

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