New Drainage line laying at TP-1,2,121 and gamthal area and different location regarding pollution complain in Naroda Ward of North Zone.

Name of work:- New Drainage line laying at TP-1,2,121 and

gamthal area and different location regarding pollution

complain in Naroda Ward of North Zone.

TENDER DOCUMENTS CONTENTS

General Conditions & Technical Specification

Name of work :- New Drainage line laying at TP-1,2,121 and gamthal area

and different location regarding pollution complain in Naroda Ward of

SECTION DESCRIPTION

I NOTICE INVITING E-Tender Notice no -06/2026-27

II Memorandum of Work

III Invitation For Bids (IFB)

IV Terms & Condition

VI Technical Specification

VII Form of BID

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

http://www.nprocure.com

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

PRICE BID OF TENDER

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

OF TENDER ( Encloses as asked)

OPENING OF TENDER :- As per Notice Inviting Tender.

E Tender Notice No-06 - T. No.-139

SCHEDULE OF BIDDING PROCESS

Sr. No. Event Description Date

1 Sale of Bid Documents 17.08.2026

2 Last date of Online submission 17.08.2026 up to 17:00 hrs

3 Last date of Physical submission 18.08.2026 up to 17:00 hrs

4 Pre bid meeting No

5 Opening of Technical Bid 21.08.2026 at 11:00 hrs

6 Opening of Price bid To be intimated

7 Validity of Bid 180 Days

Seal and Signature of the Bidder Addl City Engineer

Date: (North Zone)

Ahmedabad Municipal Corporation

E Tender Notice No-06 - T. No.-139

1. NOTICE INVITING TENDER (NIT)

AHMEDABAD MUNICIPAL CORPORATION

MAHANAGAR SAVA SADAN

Rajiv Gandhi Bhavan, Memco-Naroda Road, Ahmedabad

E Tender Notice No – 06/2026-27

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

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

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

Sr. Department No. of work Total

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

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

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

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

The bidders are requested to download the tender document of above notice

from www.nprocure.com. The Last date of Online Submission of tender is Dt.- 17.08.2026 Up

to 17.00 hrs. & Physical submission of All relevant document must be submitted by speed post

/ Hand delivery along with processing fees as mentioned in tender document only as on Dt.-

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

opened online on Dt.- 21.08.2026 at 11.00 hrs. Any change / correction / corrigendum in respect

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

hours of submission of their tender.

Assistant Manager (North zone), Ahmedabad Municipal Corporation

North Zone Office Building, Memco-Naroda road, Ahmedabad

Deputy Municipal Commissioner

E Tender Notice No-06 - T. No.-139

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

New Drainage line laying at TP-1,2,121 and gamthal area

and different location regarding pollution complain in

Naroda Ward of North Zone.

1 Name of work New Drainage line laying at TP-1,2,121 and

gamthal area and different location

regarding pollution complain in Naroda

Ward of North Zone.

2 Time Limit 12 MONTHS (Ex.monsoon)

3 Tender Validity Period 180 Days from the date of opening of the tender

4 Eligibility Criteria Register “D” 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.60,00,000/-

6 Tender fees Rs.2400/-- Demand Draft in favour of Municipal

(Non refundable) Commissioner, Ahmedabad)

7 Earnest Money Deposit Rs60000.00/- (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 180 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 - 08 Dt.04/05/12

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

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

and submitted to Assistant Manager (NORTH zone) , Rajiv

Gandhi Bhavan, Memco-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

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

Memco – Naroda Road, Ahmedabad Municipal Corporation,

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

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

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

E Tender Notice No-06 - T. No.-139

Tender Documents Technical bid should be submitted physically also in sealed

envelope systems By RPAD/Speed post/ Hand Delivery in

sealed covers in Duplicate (One Original & One Duplicate)

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

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

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

Specification contract 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

months from the certified date of completion.

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

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

the certified date of completion or one monsoon, whichever is

(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 one monsoon.

(d) For building works, the period specified in (a), (b) or (c)

above OR elapse of monsoon period following the certified

date of completion, whichever is later. For the purpose of

deciding the monsoon period, the 30th September may be

treated as the last date.

E Tender Notice No-06 - T. No.-139

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

parts of work minor or 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 penalty.

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 Document.

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 Contractor.

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

Date: (North Zone)

E Tender Notice No-06 - T. No.-139

Finance dept. circular No - 21 Dt.19/06/2020

(A) Guarantee issued by following banks will be accepted as SD/EMD on permanent basis.

All Nationalized Banks

(B) Guarantee issued by following Banks will be accepted as SD/EMD for the period up to

(1) Commercial Banks :

5. Induslnd Bank

6. Kotak Mahindra Bank

(2) Co-operative and Rural Bank Of Gujrat:-

1. Baroda Gujrat Gramin Bank

2. Nutan Nagrik Sahakari Bank Ltd

3. Rajkot Nagrik Sahkari Bank Ltd

4. Saurashtra Gramin Bank

5. The Ahmedabad Mercantile Co-operative Bank Ltd

6. The Kalupur Commercial Co-operative Bank Ltd

7. The Mehsana Urban Co-operative Bank Ltd

8. The Surat District Co-operative Bank Ltd

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

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

Seal and Signature of the Bidder Addl City Engineer

Date: (North Zone)

E Tender Notice No-06 - T. No.-139

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

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

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

detailed in the Table below:-

Sr. Name of Works Approximate Earnest Completion

No. value of works Money Period

(Rs.) Deposit (Rs.)

1 New Drainage line Rs. 60,00,000/- Rs.60000/- 12 MONTHS

laying at TP-1,2,121

and gamthal area and

different location

regarding pollution

complain in Naroda

Ward of North Zone.

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 Condition.

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

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

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

Rajiv Gandhi Bhavan, Ahmedabad Municipal Corporation, Memco-Naroda road,

Ahmedabad-25. in the presence of bidders or their representatives who choose to attend.

In the event of the specified date of bid submission/opening being declared a holiday for

the Employer, the bids shall be received /opened on the next working day at the same place

and the same time.

E Tender Notice No-06 - T. No.-139

TERMS & CONDITIONS

( A ) INSTRUCTIONS TO BIDDERS (ITB)

( B ) GENERAL TERMS & CONDITIONS

( C ) FINACIAL TERMS & CONDITIONS

( D ) MAIN CONDITION / FETURES OF THE WORK

E Tender Notice No-06 - T. No.-139

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 bidder.

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

E Tender Notice No-06 - T. No.-139

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

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

their attendance.

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.

E Tender Notice No-06 - T. No.-139

3. Evaluation and Comparison of Tender volume

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

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

Contract in accordance with Clause 5(General Terms and Condition).

4. Procedure for Tender Opening

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

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

qualify the criteria then bidder bid will be considered for opening of price bid.(Following

clause no. 5 of ITB).

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

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

Evaluated Bid Price, provided that such bidder has been determined to be (i) eligible in

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

in accordance with the provisions of Clause 5(General Terms and Condition).

6. Notification of Award

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

will notify the successful bidder by cable/fax and confirmed by registered letter that his bid

has been accepted. This letter shall name the sum which the Employer will pay the

Contractor in consideration of the execution, completion and maintenance of the Works by

the Contractor as prescribed by the Contract.

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

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

has to deposit security deposit / Bank Guarantee with in 15 days after receiving letter of

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

8. Clarification of Bids

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

discretion, ask any bidder for authentication the correctness of the information/details

furnished by him in his bid. Such request by the Employer and the response by bidder shall

be in writing or by cable/fax.

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

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

E Tender Notice No-06 - T. No.-139

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 expense.

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

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

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

Employer and its personnel and agents from and against all liability in respect thereof and

will be responsible for death or personal injury, loss of or damage to property and any

other loss, damage, costs and expenses incurred as a result of the inspection.

Seal and Signature of the Bidder Addl City Engineer

Date: (North Zone)

E Tender Notice No-06 - T. No.-139

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:

New Drainage line laying at TP-1,2,121 and gamthal area and

different location regarding pollution complain in Naroda Ward of

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

3. Eligible Bidders

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

following requirements:

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

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

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

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

with AMC within 3 month's time.

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

the Employer shall reasonably request.

4. Eligible Material, Equipment and Services

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

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

satisfaction of the Employer.

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

grown, produced or manufactured; similarly for equipments and from where the services are

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

E Tender Notice No-06 - T. No.-139

General information

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

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

1 Name of firm:

2 Head office address:

3 Local office address (if any):

4 Telephone/ Contact:

5 E-mail address:

6 Place of incorporation/registration:

7 Year of incorporation/registration:

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

5.3 Disqualification

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

any of the following reasons:

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

included in document.

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

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

litigation awarded against the applicant or financial failure due to bankruptcy.

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

E Tender Notice No-06 - T. No.-139

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

6. One Bid per Bidder

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

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

package will be disqualified.

7. Bidding Documents

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

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

Pursuant to Clause 16, bids which are not substantially responsive to the requirements of the

bidding documents will be rejected.

8. Language of Bid

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

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

printed literature furnished by the bidder may be in another language provided they are

accompanied by an accurate translation of the relevant passages in the English language, in

which case, for purposes of interpretation of the bid, the English translation shall prevail.

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

works as described in bidding documents, based on the percentage rate amount in the Bill

of Quantities submitted online by the bidder.

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

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

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

10. Bid Validity

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

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

a shorter period.

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

Employer may request the bidders to extend the period of validity for a specified

additional period. The request and the responses thereto shall be made in writing or by

fax. A bidder may refuse the request without forfeiting his bid security. A bidder agreeing

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

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

with Clause 2 ( Financial Terms & Conditions) in all respects.

E Tender Notice No-06 - T. No.-139

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 the bidder.

14. Signing of Agreement

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

accepted, the Employer will direct him to submit the Performance Security and attend the

Employer's office on a date determined by the Employer for signing the Form of Agreement.

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

do high quality work within the given time schedule.

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

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

evaluation, will rest entirely on the Bidder.

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

original and extended time limit.

18. Legal Condition:-

 Corrupt or Fraudulent Practices

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

recommended for award has engaged in corrupt or fraudulent practices in competing for

the contract in question. The Employer will declare the firm ineligible, either indefinitely or

for a stated period of time, to be awarded a contract by AHMEDABAD MUNICIPAL

E Tender Notice No-06 - T. No.-139

CORPORATION if it at any time determines that the firm has engaged in corrupt or

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

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

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

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

are placed, and it includes the offering, giving, receiving, or soliciting of anything of

value to influence the action of any such official in the procurement process or in

contract execution; and

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

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

Borrower, and includes collusive practice among bidders (prior to or after bid

submission) designed to establish bid prices at artificial non-competitive levels and

to deprive the Borrower of the benefits of free and open competition.

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

contract without assigning any reason thereof.

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

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

liable for disqualification / rejection at any stage.

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

the Tender volume is submitted without valid documents and without proof of eligibility

criteria it will be rejected.

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

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

respect or are conditional tenders, will be rejected.

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

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

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

19. Administrative Conditions:-

 Safety and Signage

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

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

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

Necessary florescent marking on traffic signs to be provided so that it should be visible at

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

florescent jackets.

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.

E Tender Notice No-06 - T. No.-139

 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

E Tender Notice No-06 - T. No.-139

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

(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 Department Circular No-08 Dt.04/05/12

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

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

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

as decided by Municipal Commissioner.

9. Tax, Duties on Materials

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

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

by the contractors.

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

or for any other cause as of the date 28 days prior to the deadline for submission of the bids,

E Tender Notice No-06 - T. No.-139

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)

E Tender Notice No-06 - T. No.-139

AHMEDABAD MUNICIPAL CORPORATION

Tender form B-1

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

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

Note binding on the contractors

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

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

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

clause no.15 to

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

Gujarat “wherever written.

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

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

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

wherever written.

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

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

Municipal Corporation”

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

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

heading “NOTICE INVITING TENDERS” may be read as under-

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

the work New Drainage line laying at TP-1,2,121 and gamthal

area and different location regarding pollution complain in

Naroda Ward of North Zone.

.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

E Tender Notice No-06 - T. No.-139

 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)

E Tender Notice No-06 - T. No.-139

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

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 contractors.

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 final.

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

E Tender Notice No-06 - T. No.-139

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

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

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 work itself.

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

percent towards testing charges is separately made.

INSTRUCTION TO TENDERERS

TENDER VALIDITY PERIOD:

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

Calendar days (120) from opening of price bids.

E Tender Notice No-06 - T. No.-139

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

Seal and Signature of the Bidder Addl City Engineer

Date: (North Zone)

E Tender Notice No-06 - T. No.-139

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

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Sr. Department Category Problem SLA Penalty

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

pressure - Eng Hours

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

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

4 Engineering Water>>Engineering No Water - Eng 240

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

TP road - Eng Hours

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

distribution line on road - Eng Hours

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

8 Engineering Drainage>>Engineering Frequent Breakdown & Blockage 96

of Drain - Eng Hours

E Tender Notice No-06 - T. No.-139

9 Engineering Road Pot holes on the Road 24

10 Engineering Road Patch work Relaying of a portion 72

11 Engineering Road Deep Pit - Large settlement of 48

12 Engineering Road Removal of waste-Dust Lying on 72

both side of the road after re Hours

13 Engineering Footpath Footpath Repairing Required 168

14 Engineering Public Building No Water Supply In A Public 24

15 Engineering Public Building Public Toilets and Urinals - 360

Repairing of Doors, Windows, Hours

Tiles or Sheets

16 Engineering Public Building Other Maintenance 168

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

the Manhole Silt Properly - Eng Hours

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

Catch Pit Up To the Road Level - Hours

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

Catch pit - Eng Hours

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

Drainage Line Blockage or Hours

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

Drainage Line Breakage Hours

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

Availability of Water/Cleaning of Hours

Water Tank/Broken Tank Cover

E Tender Notice No-06 - T. No.-139

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 180 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

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

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

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

service line of electric, telephone, gas, any type of service cable ,drainage or water lines

etc. In case of damage to service line, the whole responsibility of accident shall be on

contractor’s shoulder. It will be responsibility of contractor to safe guard the labours

against any accident or damage of lives. In case of police complain, Contractor shall be

held responsible for negligence. In case of soil /land collapse, contractor shall be held

responsible for not supporting the soil suffering with strutting, shuttering Contractor

shall safeguard the labour before allowing the labour to enter in excavated or other site.

In case of accident to labours, contractor shall be held responsible for police complain

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

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

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

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

the date of work order.

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

put up on AMC’s web site.

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

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

E Tender Notice No-06 - T. No.-139

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 Or right

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

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

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

clearly understood and taken in to consideration while quoting the tender by the

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

ropes, drums, danger sign boards, plastic strips, bamboos, wooden poles etc as per

requirement & instruction of Engg.- in- charge. In case of accident due to lack of

protection, contractor shall responsible for police complains, compensation etc AMC

staff shall not be held responsible for contractors negligency.

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

get is signed by Ass. city Engineer. Contractor shall maintain record of daily No. of

labours, employed, work done, rectification work carried out by contractor after Eng.-in-

charge inspection & the compliance of the same. If such rectification work is not done

by contractor within 24 days the contractor shall be finned Rs. 250/- day of delay & shall

be recovered from the contractors bill

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

tender or tender items by any means.

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

as per tender condition.

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

in to force, by State or Central Govt.

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

E Tender Notice No-06 - T. No.-139

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, Ahmedabad.

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

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)

E Tender Notice No-06 - T. No.-139

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vtxeo ftuz yJ~g jFJtltu hnuNu.

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.

E Tender Notice No-06 - T. No.-139

5 f: ftuLx[ftxhtuyu xuLzhbt cukflw ltb,Ft<t lkch ,btRfh lkch, mhltbw ,btu.lkch,vtxeo ftuz ,RbuRj ytRze MvÐ

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.

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

1) J^w fu ytuAtle xftJthelt œh Nçœtu <ubs ytkkfztbtkk ytvJt. xuLzh Chlthu yt he<u cl<e hfb vK Ftltbtk

ltuk^Je ylu hfbltu fwj mhJt¤tu bwfJtu.

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

bwFðgthltbwk xuLzh mt&u hsw fhJtlwk hnuNu.

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

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

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

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.

xuLzh Chlthlu sKtJJtbtkk ytJu Au fu xuLzh œM<tJustult jFtKbtk ftuR AufAtf fu VhuVth fhJt œuJtNu lrn ylu ytJe

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

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

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

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

xuLxhhu ctujvtuWLx vul lt cœju Ntne Jt¤e vul &e Chujt xuLzh <whk< s ybtLg dKJtbkt ytJNu.

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

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

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

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

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 btxu htFJtbtkk ytJuje søgtbtkk mne/mneytu Wvh ftuR mtûteyu mtF fhe l ntug.

8 f: Nh<e xuLzh MJefthJtbtk ytJNu lne.

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

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

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

œuJtlwk Au <uJtu &R NfNu lrn.

E Tender Notice No-06 - T. No.-139

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

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

9: rJmkkdr< ylu rnmtc stud:

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

mhCh fhJtbtkk ytJNu.

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

htFJtbtkk ytJNu.

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

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

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

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

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

rfMmtbtk Bgwrl.ftuvtuohuNlbtk «Joðbtl rlgb ylwmth ftgoJtne fhJtbtk ytJNu.

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

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

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

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

Jduhu <btb Faoltu <&t sYh sKtg ðgthu ht<vt¤elt ftblu jd<t J^thtlt Faoltu mbtJuN &Nu ylu xtkkfujt

CtJ fu œh fh<t J^thtle ftuR awfJKe ykkdult <ublt ftuR œtJt ægtlbtkk juJtNu lnekk. xuLzh Chlth Ftuxe

hswyt<lu fthKu y&Jt ftuR Ôgrf<yu (vAe <u ctkk^ftb rJCtdltu fboathe ntug fu l ntug) <ublu ytvuje

btne<elu yt^thu vtA¤&e ftuR œtJt hsw fhJt nfœth hnuNu lnekk. <ublw xuLzh ChJt <&t <ubtkk swœ t swœt CtJ

ylu œh ChJt btxu sYhe yuJe <btb btne<e vtu<tlt vûtu l bu¤Je NfJtlu fthKu vtu<u xuLzh hsw fhJtlu je^u

y&Jt <ubtkk&e WCt &<t ftuR stuFb fu sJtcœthebtkk&e Axfe NfNu lnekk. mœh ftbbtk ftuR vK ò<lt

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

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

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

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

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

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

cejbtkk&e fvt< fhJtbt ytJNu.

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

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

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

yu) yufb ylu fœ

(2) xuLzh Vtubolwk CtJvºtf

(3) MvuNeVefuNl

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

E Tender Notice No-06 - T. No.-139

(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

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 k ctk^e bswh Ftztbtkk W<thJt, mtuhekkd ylu Mx[[xekkd fhJt rJduhu) je^t

Jdh bsqhlu Ftztbtkk k k W<thNu <tu ftuLx[[tfxh s vtujem Vhegtœbt sJtcœth hnuNu. Bgwrl.ftuvtuohuNlltu ftuRvK

MxtV ytlt btxu sJtcœth hnuNu lrn. Btswhtultu rJbtu vK W<thJtu.

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

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

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

ykdu ftb fhJt ftuLx[tfxh ck^tgujt Au.

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

<ule lwfNtlle sJtcœthe ftuLx[tfxhle hnuNu.

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

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

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.

E Tender Notice No-06 - T. No.-139

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

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

sJtc l &gu fu <u «btKu M&¤ Wvh ybj l &gu ftuLx[tfxhlu vulÕxe fhJtle mððtt yuze.mexe yuLSlehgh©elu

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

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

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

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

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

31: 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 hnuNu.

yufhthlwk Vtubo

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

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

ò<-btne<e bu¤Je 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

E Tender Notice No-06 - T. No.-139

TECHNICAL SPECIFICATIONS

E Tender Notice No-06 - T. No.-139

New Drainage line laying at TP-1,2,121 and gamthal area and

different location regarding pollution complain in Naroda Ward of

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

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

water. Comparison shall be made by means of standard cement tests for soundness,

time of setting and mortar strength as specified in I.S.269-1976. Any indication of

unsoundness, change in time of setting by 30 minutes or more or decrease of more than

10 per cent in strength of mortar prepared with water sample when compared with the

results obtained with mortar prepared with distilled water shall be sufficient cause for

rejection of water under test.

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

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

interfere with the hardening of concrete during curing or those which produce

objectionable stains or other unsightly deposits on concrete or mortar surfaces.

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

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

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

cement as per I.S. 455-1976.

M-4. White Cement :

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

M-5. Coloured Cement:

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

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,

E Tender Notice No-06 - T. No.-139

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

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

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 under:

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-

Sand: Sand Shall conform to specification M-6.

E Tender Notice No-06 - T. No.-139

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 for use.

STANDARD DETAILED TECHNICAL SPECIFICATION OF ITEMS

New Drainage line laying at TP-1,2,121 and gamthal area and

different location regarding pollution complain in Naroda Ward of

Excavation for foundation up to 1.5 tm. depth in all type of hard and soft soil including sorting

out stacking of useful material & disposing of excavated stuff up to 50 tm. lead loose or

soft soil, girding, lighting, fencing the trenches', and pits. (depth measured from GL).

Etc.comp.General :

Any soil which generally yields to the application of ackaxes and shoves, phawaras

rakes or any such ordinary excavating implement or organic soil, gravel silt, sand

turfloam, clay, peat etc., fall under this category.

Clearing the site :

The site on which the structure is to be built shall be cleared and all obstructions, loose

stone, materials and rubbish of all kind, bush, wood and trees shall be removed as

directed. The materials so obtained shall be property of the Government and be

conveyed and stacked as directed. within 50 M. lead. The roots of the trees coming in

the sides shall be cut and coated with a hot asphalt.

The rate of site clearance is deemed to be included in the rate of earth work for which

no extra will be paid.

After clearing the site, the center lines will be given by the Engineer-in-charge. The

contractor shall assume full responsibility for alignment, elevation and dimension of

E Tender Notice No-06 - T. No.-139

each and all parts of the work. Contractor shall supply laborers, materials, etc. required

for setting out the reference marks and bench marks and shall maintain them as long as

required and directed.

The excavation in foundation shall be carried out in true line and level and shall have

the width and depth as shown in the drawings or as directed. The contractor shall do the

necessary shoring and shutting or providing necessary slopes to a safe angle, at his

own-cost. The payment for such precautionary measures shall be paid separately if not

specified. The bottom of the excavated area shall be 1 evened both longitudinally and

transversely. as directed by removing and watering as required. No earth filling will be

allowed for bringing it to level, if mistake or any other reason excavation is made.

deeper or wider that shown on the plan or directed. The extra depth or width shall be

made up with concrete of same proportion as specified for the foundation concrete at

the cost of the contractor. The excavation up to 1.5 m. depth shall be measured under

Disposal of the excavated stud :

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

or leveling the ground in layer including ramming and watering etc.

The balance of the excavated quantity shall be removed by the contractor from the site

of work to a place as directed with lead upped 50 M. and all lift.

Mode of measurement and payment :

The measurement of excavation in trenches for foundation shall be made according to

the sections of trenches shown on the drawing or as per sections given by the

Engineer-in-charge. No payment shall be made for surplus excavation made in excess

of above requirements or due to slopping and sloping back as found necessary on

account of conditions of soil , and requirements of safety.

The rate shall be for a unit of one cubic meter.

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and

stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(C)

The rate shall be for a unit of one cubic meter.

Excavation for foundation for depth from 3.0 m to 4.50 m including sorting out and

stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(C)

E Tender Notice No-06 - T. No.-139

The rate shall be for a unit of one cubic meter.

Extra rate over item of excavation of earth if excavation is to be done in wet.

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

The rate shall be for a unit of one cubic meter.

Extra rate over item of excavation of earth for excavation of asphalt pavement /

RCC of thickness up to 0.20 meter including demolishing the asphalt

carpet,metal,soiling/cutting Reinforcement etc.comp. with stacking the

material as directed.

a. up to 0.20 meter thickness (By Manual)

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

machine including cost of operator, fuel, &

transportation etc complete.

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

machine including cost of operator, fuel, &

transportation etc complete.

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

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

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

popada's spouls, metals etc shall be separately deposited in such places as may be determined

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

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

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

The rate per sq. mt. in this item shall be paid extra addition to the rate for excavation

The rate shall be for a unit of one square meter.

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

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

deposited layer by ramming and watering.

The earth obtained from excavation shall be filled in layers not exceeding 20 cms. in

depth and water thoroughly after each layer and shall be properly consolidated with

rammers so that no hollow voids remain there. In general the work shall be carried out

in the best manner so that no hollow voids remain after work. Workmanship in general

confirm to C –2.

Mode of Measurement shall be on cubic meter basis.

E Tender Notice No-06 - T. No.-139

Conveyance charge of earth, lime, murrum, building rubbish, manure, garbage, sludge, excavated

rock, fly ash, aggregates of any kind executed outside the road site. Rate also includes spreading

& levelling etc complete. Internal conveyance above 50 mt done within the work site is not

a) Lead up to 1 Km.

b) Lead From 1Km to 2 Km.

c) Lead From 2 Km to 3 Km.

d) Lead From 3 Km to 4 Km.

e) Lead From 4 Km to 5 Km.

f) Lead From 5 Km to 10 Km.

g) Lead From 10 Km to 15 Km.

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

shall be carried out by the contractor without asking any extra rate. The contractor shall have to cart the

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

carting of brick bats, metal, rubble vegetable and garbage, if necessary to clear the road surface.

The rate shall be for a unit of Cmt basis

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

Pipes To Work Site, Unloading, Lowering In Trench, jointing material Such As Cement,

sand, Hemp Bitumen As Directed, Incl. Watering The Trenches Spreading And Carting away

Of Surplus material as directed by engineer in charge.

A) 10 cm dia line

B) 15 cm dia line,

c) 23 cm dia line

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

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

shall have to procure bills for standard pipes.

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

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

pipes and jointing. No trenches shall be filled without the approval of the engineer in charge.

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

done as follows:

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

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

excavation shall be commenced at the down stream end of the sewer and be continued up to the gradient

as directed. The trench shall not open more than 60 mts. in advance of the completed sewer only when

directed by the engineer in charge looking to the progress of the work in obtaining the formation of the

bottom of the trenches the usual methods of using sign rails and boning roads shall be adopted during the

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

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

also by straight edge. The bed of the trench shall be well rammed before starting laying of sewer lines

and cement concrete and masonary work.

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

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

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

be left in the ground. The various materials excavated shall be separately stacked so that in refilling that

may be relayed on the same order as before and least possible damage shall be done carpet on the

E Tender Notice No-06 - T. No.-139

public roads and private properties. Surface covering consisting of asphalt carpet shall be kept on side

and preserved for reinstatement. The excavated earth shall not be heaped near the trenches so as to

caused unnecessary obstruction along the trenches during inspection trenches etc. shall be tunneled

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

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

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

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

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

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

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

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

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

depth shall be measured vertical as per section up to invert or the pipeline. The City Engineer reserves

the right of extra excavation on either side if considers necessary for the safety of the work.

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

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

the formation to proper level but contractor shall have to lay cement or lime concrete of filing or other

acceptable materials as directed by the City Engineer at contractor own cost so as to come to proper

formation. In case bad formations are met with the work shall have to be done as per instruction of City

Engineer. Necessary arrangements for watering trenches must be provided by contractor and without

proper watering trenches will not be allowed to be filed to further Contractor shall have to make

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

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

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

expenses due to the changes made.

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

except in and other holiday the case of bad grounds such as running sand where the work must be

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

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

to be changed in location shall be supported and protected from injury by the contractor. The contractor

shall be liable to pay all damages to water-pipe, drains electric and telephone cable and to private

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

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

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

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

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

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

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

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

natural soil demands winder excavation the mentioned above the same shall be given after approval of

City Engineer. The rate for excavation for easy jointing and caulking nothing extra shall be paid for this.

Refilling of trenches shall be done only after the grade of line and hydraulic test practicable of the lines

are checked and approved of and order given by the Engineer in charge. The refilling shall be

accompanied by through watering for layers of 0.50 mtrs. Further refilling shall be done thereafter and

process should be repeated till trenches are completely refilled. Temping and ramming with rammers

shall have to be done at all place of important work where ordered by Engineer in charge. After order to

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

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

contractor with or without giving any notice and the expenses incurred in doing so recovered from the

contractor either in cost or from his payment through bills.

The rate shall be per Rmt. basis.

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

Trenches, Laying And Jointing R.C.C.,Np-3 Class Pipes With socket and spigot joints as per

E Tender Notice No-06 - T. No.-139

IS 458-2003 Including EPDM Rubber ring as per IS 5382-1985 etc.comp. As Directed by

engineering in charge

A) 300 mm internal diameter

B) 450 Mm Internal Diameter

(C)600 Mm Internal Diameter,

first class workmanship as per IS 458/1971 of NP2 / NP3 class as per specified in the tender item. The

proportion of concrete shall be one part of cement to 2 parts sand and 4 parts of black trap agg. mix. of

suitable size to as to produce uniform concrete through out thickness of the pipes.

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

RCC spun pipe collars for the pipes shall be made in the same manner. The internal dia meter of the

collar shall be sufficiently large to allow a perfect joint around the outside of the pipes with cement mortar

and other plastic materials.

Pipes shall be laid are fully into trenches and shall be made to rest evenly on specially prepared formation

or on concrete bed and for the purpose to extra rate shall be given making extra excavation for bed and in

the sides of the trenches.

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

each joint yarn shall be dipped in hot asphalt. The joint shall be properly cleaned and moistured and the

collar shall be kept in position by means of wedges. Semidry cement mortar of prop. 1:1 shall be forced

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

mortar shall be sprayed around the collar joints so as to completely encase the joint.

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

doubt as to their soundness be may required the contractors to cut open and clear away the cement of

any joint that he may select and to make good the same at their expenses provided that, unless some

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

be found the Engineer direct them to open as many joints as he may deem necessary, the joints made

one day will not as a rule, be inspected until the following day and the cement may has sufficient time to

set well before being covered up.

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

and the permission for refilling is granted.

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

class workmanship as per IS 458/1971.and latest IS code for R.C.C. pipe line of NP3 class.

The proportion of concrete shall be one part of cement to 2 parts of sand and 2parts of black trap agg.

Mix of suitable size so as to producing firm concrete thought thickness of the pipes.

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

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

shall be sufficiently large to allow a perfect joint around the outside of the pipes with cement mortar and

other plastic materials.

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

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

sides of the trenches.

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

each joint diped is not asphalt after the joint has been properly cleaned & moisture and collar kept in

position by means of wedges, semi-dry cement mortar prop. 1 ;1 shall be faced into it and caulked

completely by means of specials caulking tools until the whole space in full. The mortar shall be sprayed

off in the form of filler around the pipes.

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

M/S shall be in RMT.

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

Engineer or his subordinates and the permission for refilling is granted.

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

the same for 12months after it is put into commission, contractor must satisfy IS 458/1971 and

IS783/1959 with reference to RCC pipe.

The rate shall be per Rmt. basis.

E Tender Notice No-06 - T. No.-139

Constructing Chamber of following size including excavation, refilling, BBCC (1:5:10) for

foundation, C.C.Channel (1:2:4), finished 15 mm thick cement plaster inside in CM 1:3, finishing

with cement slurry, Brick masonary in CM 1:5 & excluding the cost of chamber seat cover

(A) 0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to 0.90meter for pipe dia <=150mm.

(B) 0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 to 0.90meter for pipe dia <=20 mm.

(C) 0.75 x 0.75 mt. size Inside Clear, Depth from 0.0 to1.20 meter for pipe dia <=150mm.

(a)Excavation : This be done as specification in Item No.

(b)Brick bats Cement Concrete:-

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

comply with specification in general.

Sand to be used should comply with specification of P.W.D. hand book in general.

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

and size from 20 to 25 m.m.

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

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

mixed properly on wooden or specially propared platform until every part of the brockbats is

sufficently coated with mortar.

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

thickness and be well and quickly rammend with heavy rammers, until mortar creams up to surface.

The surface must be kept damp during and after consolidation & in laying consecutive layer the lower

coars should be well watered & mode lough be for the next is placed.

(c)Brick work with cement mortar .

Brick shall be table bricks of approved clean conforming with the specification as laid down in P.W.D.

hand book No.2 The brick shall be wellburnt and free from any defects shall be got approved by the

Enginur in charge be fore the work is started.

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

mortar for the brick work shall be one parts of cement to six part of sand every brick well soaked in water

is required to be ladi in joints of cement mortar the thickness of which shall not exceed paints of 1.25 cm

If after removal of centering any open joints are founed these shall be pointed immedately.

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

be racked back in course.

All intrados of curse be worked from compete strickly made to dimensions and grade.

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

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

be throughly in water be fore use. All bricks shall Ihave to be cleaned water be fore laying cement mortar

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

and cement bag of 1.25 cft. or 1 cft. as measured the case may be all materials shall be stacked on the

site as not to obstruct tra fic in any way the masonary should be constructed in proper workmanship like

manner with joints plunb etc. to conform with general specification No.45 P.W.D hand book. The face

work should be neatly finished. The work shall be keptwaterd for work at least after date of completion.

(d)C.C. channels.

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

parts of sand 4 part of aggregates of black trap metalof other approved material of sizes from 0.6 to

cm. well graded as per instructions.

The work 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 exposed faces tobe finished

with neat cement as per instruction the channel shall be half round and as per drawing & instruction of

Engineer in charge. proper bunching shall be provided at both of the channel.

(e)Cement plaster.

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

uniform thickness with surfaces truely in plumb. The work in general shall comply with general specifi

cations for )plaster no.64.P.W.D. hand book plastered surface shall kept damp at least for fortnight.

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

Manhole shall be provided at every change of alignment, gradient or diameter of sewer/storm water

drains, Bends and junctions in the sewer/drain shall be grouped together in manhole as far as possoble.

The maximum distance between inspection chambers shall be about 25 meters. Where the diameter of

E Tender Notice No-06 - T. No.-139

sewer/drain is increased, the soffit of the pipe shall be fixed at the same level and necessary slope given

to the channel of manhole/inspection chamber. The minimum internal sizes of manhole/inspection

chamber shall be as per the respective item of work. The manhole/inspection chamber shall be

constructed as per the detailed drawings and as directed by Engineer. The bed concrete and the brick

masonry shall be constructed of such thickness as shown on drawing. The brick masonry shall be

constructed in 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 the crown of the

outgoing pipe and the top edge shall be suitable rounded off. The branch channels shall also be similarly

constructed with respect to the benching out at their junction with the main channel as appropriate fall

suitable rounded off in the direction of flow in the main channel shall be given. The channel at the bottom

of manhole / inspection chamber shall be plastered with C.M. (1:3) and finished smooth. Rungs shall be

provided in all manholes/inspection chambers over 0.6 mtr in depth and shall be of cast iron conforming

to IS:5455. These rungs shall be fixed staggered in two vertical runs, 300 mm apart horizontally and

mm c/c vertically. The top rung shall be 450 mm below the manhole/ inspection chamber cover and the

lowest not more than 300 mm above the benching. The manhole/inspection chamber frame and cover

shall be of cast iron of specified weight and shall conform to the requirements given in IS:1726. The

covers and frames 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 whether

due to shrinkage, gas inclusion or other causes. Covers shall have a raised chequered design on the top

surface to provide an adequered nonslip grip. Cover shall be capable of easy opening and closing and it

shall be fitted in the frame in workmanship like manner. The cover shall be gas tight and water tight. The

size of covers specified shall be considered as the clear internal dimensions of the frame. Covers and

frames shall be coated with a black bituminous composition. The coating shall be smooth and tenaceous.

The frame of manhole/inspection chamber cover shall be firmly embeded to correct alignment and level in

cement concrete on the top of the masonry. The item shall be executed as per the detailed drawing and

as directed by Engineer.

Design and Details of Reinforcement for the slab shall be approved before casting work or as directed

by engineer in charge or Additional City Engineer (zone)

Mode of measurement:

The rate shall be for a unit of one number basis

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

Bats Cement Concrete (1:5:10) of thickness 15 C.M., CC Channel (1:2:4) of thickness 10 C.M.,

finished 15 mm thick cement plaster inside & outside (Only for shaft) In Cm 1:3, Finishing With

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

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

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

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

1) 1.00 to 2.00 meter depth, (Slab at Ground level)

2) 2.00 to 3.00 meter depth, (Slab at below 0.60 mt. From G.L.)

(a)Excavation : This be done as specification in Item No.

(b)Brick bats Cement Concrete:-

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

comply with specification in general.

Sand to be used should comply with specification of P.W.D. hand book in general.

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

and size from 20 to 25 m.m.

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

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

mixed properly on wooden or specially propared platform until every part of the brockbats is

sufficently coated with mortar.

E Tender Notice No-06 - T. No.-139

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

thickness and be well and quickly rammend with heavy rammers, until mortar creams up to surface.

The surface must be kept damp during and after consolidation & in laying consecutive layer the lower

coars should be well watered & mode lough be for the next is placed.

(c)Brick work with cement mortar .

Brick shall be table bricks of approved clean conforming with the specification as laid down in P.W.D.

hand book No.2 The brick shall be wellburnt and free from any defects shall be got approved by the

Enginur in charge be fore the work is started.

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

mortar for the brick work shall be one parts of cement to six part of sand every brick well soaked in water

is required to be ladi in joints of cement mortar the thickness of which shall not exceed paints of 1.25 cm

If after removal of centering any open joints are founed these shall be pointed immedately.

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

be racked back in course.

All intrados of curse be worked from compete strickly made to dimensions and grade.

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

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

be throughly in water be fore use. All bricks shall Ihave to be cleaned water be fore laying cement mortar

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

and cement bag of 1.25 cft. or 1 cft. as measured the case may be all materials shall be stacked on the

site as not to obstruct tra fic in any way the masonary should be constructed in proper workmanship like

manner with joints plunb etc. to conform with general specification No.45 P.W.D hand book. The face

work should be neatly finished. The work shall be keptwaterd for work at least after date of completion.

(d)C.C. channels.

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

parts of sand 4 part of aggregates of black trap metalof other approved material of sizes from 0.6 to

cm. well graded as per instructions.

The work 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 exposed faces tobe finished

with neat cement as per instruction the channel shall be half round and as per drawing & instruction of

Engineer in charge. proper bunching shall be provided at both of the channel.

(e)Cement plaster.

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

uniform thickness with surfaces truely in plumb. The work in general shall comply with general specifi

cations for )plaster no.64.P.W.D. hand book plastered surface shall kept damp at least for fortnight.

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

Manhole shall be provided at every change of alignment, gradient or diameter of sewer/storm water

drains, Bends and junctions in the sewer/drain shall be grouped together in manhole as far as possoble.

The maximum distance between inspection chambers shall be about 25 meters. Where the diameter of

sewer/drain is increased, the soffit of the pipe shall be fixed at the same level and necessary slope given

to the channel of manhole/inspection chamber. The minimum internal sizes of manhole/inspection

chamber shall be as per the respective item of work. The manhole/inspection chamber shall be

constructed as per the detailed drawings and as directed by Engineer. The bed concrete and the brick

masonry shall be constructed of such thickness as shown on drawing. The brick masonry shall be

constructed in 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 the crown of the

outgoing pipe and the top edge shall be suitable rounded off. The branch channels shall also be similarly

constructed with respect to the benching out at their junction with the main channel as appropriate fall

suitable rounded off in the direction of flow in the main channel shall be given. The channel at the bottom

of manhole / inspection chamber shall be plastered with C.M. (1:3) and finished smooth. Rungs shall be

provided in all manholes/inspection chambers over 0.6 mtr in depth and shall be of cast iron conforming

to IS:5455. These rungs shall be fixed staggered in two vertical runs, 300 mm apart horizontally and

mm c/c vertically. The top rung shall be 450 mm below the manhole/ inspection chamber cover and the

lowest not more than 300 mm above the benching. The manhole/inspection chamber frame and cover

shall be of cast iron of specified weight and shall conform to the requirements given in IS:1726. The

covers and frames 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 whether

due to shrinkage, gas inclusion or other causes. Covers shall have a raised chequered design on the top

E Tender Notice No-06 - T. No.-139

surface to provide an adequered nonslip grip. Cover shall be capable of easy opening and closing and it

shall be fitted in the frame in workmanship like manner. The cover shall be gas tight and water tight. The

size of covers specified shall be considered as the clear internal dimensions of the frame. Covers and

frames shall be coated with a black bituminous composition. The coating shall be smooth and tenaceous.

The frame of manhole/inspection chamber cover shall be firmly embeded to correct alignment and level in

cement concrete on the top of the masonry. The item shall be executed as per the detailed drawing and

as directed by Engineer.

Design and Details of Reinforcement for the slab shall be approved before casting work or as directed

by engineer in charge or Additional City Engineer (zone)

Mode of measurement:

The rate shall be for a unit of one number basis.

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

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

reduced in this item)

The rate shall be for a unit of DM basis.

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

bats cement concrete (1:5:10) of thickness 15 C.M., CC Channel (1:2:4) of thickness 10 C.M.,

finished 15 mm thick cement plaster inside & outside (Only for shaft) in CM 1:3, finishing with

cement slurry, P/F 4 mm dia M.S.Steel HDPE coated steps 35 cm c/c at 35 cm staggered in

masonary CM 1:5, RCC Slab in CC 1:1.5:3 of thickness 23 C.M., including Cantering &

reinforcement (double jalli at 15 C.M. c/c bothway 12 mm dia.) but excluding the cost of Manhole

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

parallel to the flow.

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

2.00 to 3.00 meter depth, (Slab at below 0.6 mt.

3.00 to 4.00 meter depth, (Slab at below 1.00 mt.

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

(a)Excavation : This be done as specification in Item No.

(b)Brick bats Cement Concrete:-

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

comply with specification in general.

Sand to be used should comply with specification of P.W.D. hand book in general.

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

and size from 20 to 25 m.m.

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

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

mixed properly on wooden or specially propared platform until every part of the brockbats is

sufficently coated with mortar.

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

thickness and be well and quickly rammend with heavy rammers, until mortar creams up to surface.

The surface must be kept damp during and after consolidation & in laying consecutive layer the lower

coars should be well watered & mode lough be for the next is placed.

(c)Brick work with cement mortar .

E Tender Notice No-06 - T. No.-139

Brick shall be table bricks of approved clean conforming with the specification as laid down in P.W.D.

hand book No.2 The brick shall be wellburnt and free from any defects shall be got approved by the

Enginur in charge be fore the work is started.

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

mortar for the brick work shall be one parts of cement to six part of sand every brick well soaked in water

is required to be ladi in joints of cement mortar the thickness of which shall not exceed paints of 1.25 cm

If after removal of centering any open joints are founed these shall be pointed immedately.

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

be racked back in course.

All intrados of curse be worked from compete strickly made to dimensions and grade.

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

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

be throughly in water be fore use. All bricks shall Ihave to be cleaned water be fore laying cement mortar

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

and cement bag of 1.25 cft. or 1 cft. as measured the case may be all materials shall be stacked on the

site as not to obstruct tra fic in any way the masonary should be constructed in proper workmanship like

manner with joints plunb etc. to conform with general specification No.45 P.W.D hand book. The face

work should be neatly finished. The work shall be keptwaterd for work at least after date of completion.

(d)C.C. channels.

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

parts of sand 4 part of aggregates of black trap metalof other approved material of sizes from 0.6 to

cm. well graded as per instructions.

The work 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 exposed faces tobe finished

with neat cement as per instruction the channel shall be half round and as per drawing & instruction of

Engineer in charge. proper bunching shall be provided at both of the channel.

(e)Cement plaster.

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

uniform thickness with surfaces truely in plumb. The work in general shall comply with general specifi

cations for )plaster no.64.P.W.D. hand book plastered surface shall kept damp at least for fortnight.

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

Manhole shall be provided at every change of alignment, gradient or diameter of sewer/storm water

drains, Bends and junctions in the sewer/drain shall be grouped together in manhole as far as possoble.

The maximum distance between inspection chambers shall be about 25 meters. Where the diameter of

sewer/drain is increased, the soffit of the pipe shall be fixed at the same level and necessary slope given

to the channel of manhole/inspection chamber. The minimum internal sizes of manhole/inspection

chamber shall be as per the respective item of work. The manhole/inspection chamber shall be

constructed as per the detailed drawings and as directed by Engineer. The bed concrete and the brick

masonry shall be constructed of such thickness as shown on drawing. The brick masonry shall be

constructed in 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 the crown of the

outgoing pipe and the top edge shall be suitable rounded off. The branch channels shall also be similarly

constructed with respect to the benching out at their junction with the main channel as appropriate fall

suitable rounded off in the direction of flow in the main channel shall be given. The channel at the bottom

of manhole / inspection chamber shall be plastered with C.M. (1:3) and finished smooth. Rungs shall be

provided in all manholes/inspection chambers over 0.6 mtr in depth and shall be of cast iron conforming

to IS:5455. These rungs shall be fixed staggered in two vertical runs, 300 mm apart horizontally and

mm c/c vertically. The top rung shall be 450 mm below the manhole/ inspection chamber cover and the

lowest not more than 300 mm above the benching. The manhole/inspection chamber frame and cover

shall be of cast iron of specified weight and shall conform to the requirements given in IS:1726. The

covers and frames 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 whether

due to shrinkage, gas inclusion or other causes. Covers shall have a raised chequered design on the top

surface to provide an adequered nonslip grip. Cover shall be capable of easy opening and closing and it

shall be fitted in the frame in workmanship like manner. The cover shall be gas tight and water tight. The

size of covers specified shall be considered as the clear internal dimensions of the frame. Covers and

frames shall be coated with a black bituminous composition. The coating shall be smooth and tenaceous.

The frame of manhole/inspection chamber cover shall be firmly embeded to correct alignment and level in

E Tender Notice No-06 - T. No.-139

cement concrete on the top of the masonry. The item shall be executed as per the detailed drawing and

as directed by Engineer.

Design and Details of Reinforcement for the slab shall be approved before casting work or as directed

by engineer in charge or Additional City Engineer (zone)

Mode of measurement:

The rate shall be for a unit of one number basis.

Extra rate over item of Constructing Slab Type M.H./Chamber of following size for constructing

M.H./ Chamber, per 1.00 Decimetre of additional depth or part thereof. etc. complete. Of size 1.00 x

1.40 mt. (inside clear) and Depth from.4.00 to 5.00 meter depth, (Slab at Ground level)

1) 4.00 to 5.00 meter depth,

2) 6.00 to 7.00 meter depth,

The rate shall be for a unit of DM basis.

Rate reduction over item of Constructing Slab Type M.H. Chamber of size 1.00 x 1.40 mt for

constructing slab @ depth more than 0.60 mt for ( MH 2 to 3 mt depth) and 1.0 mt for (MH above

3.0 mt depth) below Ground Level (Max. 5 unit of DM should be reduced in this item)

The rate shall be for a unit of DM basis.

Dismantling of existing Arch type manhole up to Arch and then Const. Slab type manhole of

following size incl. excavation, refilling and & finished 15 mm thick cement plaster inside in CM

1:3, P/F 4 mm dia M.S.Steel HDPE coated steps 35 cm c/c at 35 cm staggered in masonry CM 1:5,

incl. cost of RCC Slab in CC 1:1.5:3, including Cantering & reinforcement as directed by engineer

in charge. Rate includes carting of debris and excavated soil1.00 x 0.75 mt (inside clear) RCC

Slab of thickness 15 C.M& reinforcement (Single jalli at 15 C.M. c/c bothway 10 mm dia.) From

to 2 mt depth (Slab at Ground level)

A) 1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15 C.M& reinforcement (Single jalli at

C.M. /c bothway 10 mm dia.) From 0 to 2 mt depth (Slab at Ground level)

B) 1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15 C.M& reinforcement (Single

jalli at 15 C.M. c/c bothway 10 mm dia.) From 2 to 3 mt depth (Slab at below

C) 1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM & reinforcement (double jalli at

15 C.M. c/c bothway 10 mm dia.) From 0 to 2 mt depth (Slab at Ground level)

D) 1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM & reinforcement (double jalli at

15 C.M. c/c bothway 10 mm dia.) From 2 to 3 mt depth (Slab at below 1.00 mt.

E) 1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM & reinforcement (double jalli at

15 C.M. c/c bothway 10 mm dia.) From 3 to 4 mt depth (Slab at below 1.00 mt.

The rate shall be for a unit of one number basis

E Tender Notice No-06 - T. No.-139

Provdg. & laying S.W. Gully trap with brick masonry chamber & water tight G.T.Stone

including fixing of cover Square mouth trap 100 mm x100 mm size P-Trap

Constructing Gully Trap Chamber With Masonry In Cement Mortar 1:5 & Plastering In Cement

Mortar 1:3 Using G.T. Stone Incl. Fixing Cover Etc. Completed As Directed.

The rate shall be for a unit of Nos Basis

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

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

repaired as per instructions. etc..complete

A) 150 MM to 300 MM dia

B) 400 MM to 600 MM dia

Rate includes connection in the sewer line at any convenient time when the load on the drainage line 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 in the well of existing M.H.

should be finished smooth and in circular shape as directed. Rate also includes making new channel or

repairing existing damaged channel if instructed. Rate is inclusive of watering etc. as directed.

The rate shall be for a unit of Nos Basis

Cutting the pipes of following dia coming in the new M.H.in running sewer including cutting

bars, including removing debris /silt from the M.H. and carting at a suitable distance

etc..complete as directed. No payment for M.H. work will be made until pipe is not cut completely

in all respect.

A) 150 MM to 300 MM dia

B) 400 MM to 600 MM dia

Cutting the pipes of any dia comming in the new M.H. in running sewer of any dia pipes at any convenient

time when M.H. is found empty all damage work shall be well repair instruetions etc. comp.

The pipes of any dia and any material shall be cut as pes requirement to Cutting the pipe in existing

manhole reinforcement bars shall also have to be cut in existing manhole as per requirement and making

good the same. the dis mental materials shall be carried ti places at all lead as directed by engineer in

charge If directed the work shall have to be done at night the measurement shall be as per nos

The rate shall be for a unit of Nos Basis

Repairing damaged M.H. incl. removing damaged brick and repairing by masonry in C.M. 1:5 and

plaster in C.M. 1:3 and fixing C.I. steps and M.H. and carting the same as directed.

A)………………do………………. Up to 0.15 mt. ( @ Two coarse)

B) ………………do……..………… Up to 0.35 mt. ( @ Four coarse)

C)………………do…………………Up to 0.65 mt. ( @ Seven coarse)

D)………………do…………………Up to 0.90 mt. (@ Ten Coarse )

Required level shall be achieved in brick work as specified including plaster, the thickness of joints shall

not exceed 10 mm (3/9”). In no case the frame shall be supported by chips or broken brick or asphalt mix.

E Tender Notice No-06 - T. No.-139

All frame of manholes, and chambers etc. shall be kept flush with the general surface of an

asphalt road/concrete pavement. The frame shall be bedded in cement mortar on the brick work with

splayed filler all around.

Water: Gully frames being on the edge of road shall be fixed to the correct road level at its upper end

and the slope should be such it must be about (12 mm) (1/2”) lower than water table.

A concrete pavement should be case around the frames and covers of man-holes, chambers etc.

in case of asphlatic road.

The space around circular frame and covers shall be fully paved with c.c. (1:2:4) as specified and

directed. The pavement shall be at least 8 mm (3”) wider than the outer most edge of the circular frame

no pavement will be made of this pavement under the item of cement concrete.

The space to be paved around hydrant or sluice boxes shall be 1.6 m x 1.5 m (5’ x 5’) in external

measurement and in case if gas siphon or chamber 91 cm x 61 cm (3’ x 2’) the longer dimension being

along the direction of the main.

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 outer most edge of the

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 the seat the manhole should be

properly leveled with road level.

Filling with cement concrete the spaces around the manholes, chambers, etc. shall be clean

within 48 hours of concreting day.

The rate shall be for a unit of Nos Basis

Repairing damaged I.C./ Raisin removing damaged brick work and repairing by brick masonry

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

removing the debris from chamber and carting the same as directed.

Required level shall be achieved in brick work as specified including plaster, the thickness of joints shall

not exceed 10 mm (3/9”). In no case the frame shall be supported by chips or broken brick or asphalt mix.

All frame of manholes, and chambers etc. shall be kept flush with the general surface of an

asphalt road/concrete pavement. The frame shall be bedded in cement mortar on the brick work with

splayed filler all around.

Water: Gully frames being on the edge of road shall be fixed to the correct road level at its upper end

and the slope should be such it must be about (12 mm) (1/2”) lower than water table.

A concrete pavement should be case around the frames and covers of man-holes, chambers etc.

in case of asphlatic road.

The space around circular frame and covers shall be fully paved with c.c. (1:2:4) as specified and

directed. The pavement shall be at least 8 mm (3”) wider than the outer most edge of the circular frame

no pavement will be made of this pavement under the item of cement concrete.

The space to be paved around hydrant or sluice boxes shall be 1.6 m x 1.5 m (5’ x 5’) in external

measurement and in case if gas siphon or chamber 91 cm x 61 cm (3’ x 2’) the longer dimension being

along the direction of the main.

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 outer most edge of the

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 the seat the manhole should be

properly leveled with road level.

Filling with cement concrete the spaces around the manholes, chambers, etc. shall be clean

within 48 hours of concreting day.

The rate shall be for a unit of Nos Basis

E Tender Notice No-06 - T. No.-139

Providing F.R.C. MH seat cover incl. carting to the work site etc. comp. Directed.

A) F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers & Frames Cover : 728mm ø &

100 mm thick circular cover,35.00 MT load design, 100x2mm MS flat allround, 16mm ø

plain round bar for lifting the cover & should be fitted with plastic cups. Frame :

560 mm ø clear opening, outer size- 888x888x175 mm. On the upper periphery of frame

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

frame. FRC E.H.D.-35 manhole cover &frame described as above

B) FRC heavy duty cover size 730 mm. & 90 mm thick circular cover 20 M.T. design load

and frame size 560 mm clearopening size 890 x 890 x 120 mm.

C) FRC medium duty cover size 670 mm dia & 70 mm thick

M.T. load design and frame size 560 mm clear opening outer size 780 x 780 x 120 mm

D) FRC medium duty Chamber seat cover (FRC) cover 706 x 556 x 50 mm rectangular cover

frame size 600 x 450 mm clear opening outer size 816 x 666 x 100 mm (MD-10)

E) FRC light duty Chamber seat cover (FRC) cover with

rectangular frame (LD-2.5)

The rate shall be for a unit of set basis

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

exisisting road level in C.C. 1:2:4 and finishing smooth, watering and protecting for 7 days etc.

complete as directed. M.H. seat cover will be supplied byA.M.C.(from any store)

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

exisisting road level in C.C. 1:2:4 and finishing smooth, watering and protecting for 7 days etc.

complete as directed. M.H. seat cover will be supplied byA.M.C.(from any store)

The rate shall be for a unit of one number basis

Providing and fixing cast iron manhole frame of weight 80 to 85 kg suitable for existing EHD-35

FRC MH cover, rate also incl. loading, unloading and fixing the frame in line and level to match

exisisting road level in CC 1:2:4 and finishing smooth, watering and protecting for 7 days etc.

complete as per instruction by engg. in charge.

Providing and fixing cast iron manhole frame of weight 80 to 85 kg suitable for existing EHD-35 FRC MH

cover, rate also incl. loading, unloading and fixing the frame in line and level to match exisisting road level

in CC 1:2:4 and finishing smooth, watering and protecting for 7 days etc. complete as per instruction by

engg. in charge.

The rate shall be for a unit of per KG basis

Providing Kachha of Pakka Dummy in the following dia pipes and removing the same after

completion of the connection work as directed

A) 150 MM to 300 MM dia

B) 350 MM to 600 MM dia

Providing kachcha or pakka dummy in the following dia pipes and removing the same after the

connecting of the work as per instruction of engineer in charge. If kachcha or pakka dummy is not

E Tender Notice No-06 - T. No.-139

removed by the contractor then the penalty shall be laid as per municipal rules or derived by the

municipal corporation officer's in-charge.

The rate shall be for a unit of one number basis

Providing Dead Cantering using good quality Country Wood Planks, wall Plate of

required thickness and size including placing the nece. supports of reqd. size, nailing,

fixing with mortar, levelling. All specification for dead centring as per standard engg.

practice etc. comp. as directed.

The rate shall be for a unit of square meter basis.

Supplying, labour for break down repairing work for activities like excavation, disliting, removing

debris from trench back filling etc. comp. as directed by Eng.in charge.

A) Mazdoor at day /Night

B) Fitter at day / Night

C) Makadam/ supervision at day / Night

The rate shall be for a unit of No Basis.

Barricading the entire break down or excavated area on rental basis using wooden ballies /

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

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

also includes for making temporary sufficient nos of lighting arrangement through out the work

with necessary required arrangement. The same shall be removed after completion of work. (Only

for break down work from start to complete)

The rate shall be for a unit of Rmt.

Fabricating, supply and erecting in position Standard Structural steel sections conforming to IS

2062 for railing , skywalk, stair, or other works using ISMB, ISA, ISMC, MS plate, flat, square bars,

pipe, square pipe, rectangular sections, square section, tube, etc. including welding, cutting,

wastage, etc. complete. The rate is inclusive of welding rod, supply & fixing of correct size nut,

bolts, washers, including one primer coat of red lead paint conforming IS:102 Zinc chromate paint

conforming to IS:104 followed by two coat of aluminium paint as per IS:2339 OR enamel paint of

color as selected by engineer incharge, with all contractor's materials, labour, tools & plants, in

bolted/welded construction as directed by Engineer-in Charge. The waste cut pieces shall not be

included in the paying quantity. The work shall be done as per drawing and specification. The

work shall be carried out as per IS:800, IS:816.

The rate shall be for a unit of kg Basis.

Raising of Existing manhole. Item includes, cutting of existing road surround by Manhole by

dimond cutter machine, dismantling of road in confined area by breaker machine and carting of

dismantled material. Item also included necessary brick work to raise the manhole at road level in

CM 1:3. Item also included fixing of Manhole frame at exact road level by using MasterEmaco S

E Tender Notice No-06 - T. No.-139

488 trowelable fibre reinforced thixotropic repair mortar material, Laying of concrete made from

MasterEmaco S 346 flowable micro concrete material in desired thickness and laying of hot mix

bituminous material in upper layer and compaction of hot mix bituminous material by Plate

compactor machine. Rate also included necessary plaster at inside of manhole in CM 1:3 in

mm thickness on raised brickwork.

The rate shall be for a unit of No Basis.

Supplying of MasterEmaco S 346 - Dual shrinkage compensated, flowable micro concrete for

concrete repairs in 25 kg bags in various drainage stores of Central zone of Ahmedabad Municipal

The rate shall be for a unit of bag Basis.

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

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

allowed for non working condition of machinery )

The rate shall be for a unit of shift Basis.

Hiring and operating Mud Pumps incl. Cost of fuel and operator including the cost of to

and fro transportation, laying of the delivery hoses as required, lowering and lifting the pumps as

and when required etc. complete. Set Do As Directed. (No payment should be allowed for

non working condition of machinery )

The rate shall be for a unit of HP/Hr.

Hiring and operating the 20 KV 3 Phase Electric Generator for operating desilting machinery,

and lighting and other requirements with Arranging diesel to run the D.G. Set Do As Directed.

Hrs Shift. (No payment should be allowed for non working condition of machinery )

The rate shall be for a unit of Shift.

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

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

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

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

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

The item is for supplying JCB on rent for various construction activities The rate includes various

operational cost such as operating generater/electricity diesel,petrol, operater's salary, etc comp.

when machine is in working condition all precautions shall be taken by contractor to avoid the accident.if

any accident occurs contractor shall be fully resonsible for that. the payment shall be given on hour

basis.No payment shall be given for idle hour and no time shall be counted for carrying machine to site

and from shifting site to site.

E Tender Notice No-06 - T. No.-139

the payment shall be given on hour basis.

Providing & Supplying Hitachi Machine-110 capacity on rental basis in case of emergency

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

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

payment should be allowed for non working condition of machinery )

The item is for supplying Machine rent for various construction activities The rate includes various

operational cost such as operating generater/electricity diesel,petrol, operater's salary, etc comp. when

machine is in working condition all precautions shall be taken by contractor to avoid the accident.if any

accident occurs contractor shall be fully resonsible for that. the payment shall be given on hour basis.No

payment shall be given for idle hour and no time shall be counted for carrying machine to site and from

shifting site to site.

the payment shall be given on hour basis.

Providing & Supplying Hitachi Machine-200 capacity on rental basis in case of emergency

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

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

payment should be allowed for non working condition of machinery )

The item is for supplying Machine rent for various construction activities The rate includes various

operational cost such as operating generater/electricity diesel,petrol, operater's salary, etc comp. when

machine is in working condition all precautions shall be taken by contractor to avoid the accident.if any

accident occurs contractor shall be fully resonsible for that. the payment shall be given on hour basis.No

payment shall be given for idle hour and no time shall be counted for carrying machine to site and from

shifting site to site.

the payment shall be given on hour basis.

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

emergency situation and break down type work & also during unavoidable condition 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)

The item is for supplying Machine rent for various construction activities The rate includes various

operational cost such as operating generater/electricity diesel,petrol, operater's salary, etc comp. when

machine is in working condition all precautions shall be taken by contractor to avoid the accident.if any

accident occurs contractor shall be fully resonsible for that. the payment shall be given on hour basis.No

payment shall be given for idle hour and no time shall be counted for carrying machine to site and from

shifting site to site.

the payment shall be given on per 8hour shift basis.

To provide Tractor with Hydraulic Trolley, driver with fuel, to carryout different works during

day/night for 12 Hrs. Shift. Work shall be carried out as per the instructions of Engineer In-Charge.

No extra charged shall be paid for night shift.

E Tender Notice No-06 - T. No.-139

The rate shall be for a unit of Shift.

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

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

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

work. Allowed only for break down work)

The rate shall be for a unit of Shift

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

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

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

work. Allowed only for break down work)

The rate shall be for a unit of hr.

Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 depth up to 1 mt including

excavation, B.B.C.C. (1:5:10), 23 cms thick brick maso. wall in the prop. of CM (1:6) with

40 mm thick IPS flooring in the prop M15 at bottom and 15 mm thick cement plaster inside

the catch pit in the proportion of CM (1:3) with out jali etc. comp. as directed.

Catchpit shall be provided at every change of alignment, gradient or diameter of storm water drains,

Bends and junctions in the sewer/drain shall be grouped together in chamber as far as possoble. The

maximum distance between inspection chambers shall be about 25 meters. Where the diameter of

sewer/drain is increased, the soffit of the pipe shall be fixed at the same level and necessary slope given

to the channel of manhole/inspection chamber. The minimum internal sizes of manhole/inspection

chamber shall be as per the respective item of work. The manhole/inspection chamber shall be

constructed as per the detailed drawings and as directed by Engineer. The bed concrete and the brick

masonry shall be constructed of such thickness as shown on drawing. The brick masonry shall be

constructed in C.M. (1:5), plastered on both faces 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 the crown of the outgoing pipe and

the top edge shall be suitable rounded off. The branch channels shall also be similarly constructed with

respect to the benching out at their junction with the main channel as appropriate fall suitable rounded off

in the direction of flow in the main channel shall be given. The channel at the bottom of

manhole/inspection chamber shall be plastered with C.M. (1:3) and finished smooth. Rungs shall be

provided in all manholes/inspection chambers over 0.6 mtr in depth and shall be of cast iron conforming

to IS:5455. These rungs shall be fixed staggered in two vertical runs, 300 mm apart horizontally and

mm c/c vertically. The top rung shall be 450 mm below the manhole/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 and shall conform to the requirements given in IS:1726. The

covers and frames 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 whether

due to shrinkage, gas inclusion or other causes.Covers shall have a raised chequered design on the top

surface to provide an adequered nonslip grip. Cover shall be capable of easy opening and closing and it

shall be fitted in the frame in workmanship like manner. The cover shall be gas tight and water tight. The

size of covers specified shall be considered as the clear internal dimensions of the frame. Covers and

frames shall be coated with a black bituminous composition. The coating shall be smooth and tenaceous.

The frame of manhole/inspection chamber cover shall be firmly embeded to correct alignment and level in

cement concrete on the top of the masonry. The item shall be executed as per the detailed drawing and

as directed by Engineer

E Tender Notice No-06 - T. No.-139

The rate shall be for a unit of Nos.

CatchPit Jali Fixing P/F FRC catch pit jali with frame 600mm x 600mm clear opening etc.

comp.. As directed by engineer in charge.

The rate shall be for a unit of Nos.

Levelling or orientation of existing gully trap chamber incl. Nece. masonry in CM 1:6 and

plaster in CM 1:3 etc. using old G.T.stone and cover etc. comp.

The rate shall be for a unit of Nos.

Providing, laying and jointing in true line and level UPVC pipe (SCH-40) of following dia. Including

fittings of standard make as approved by Engineer-in-charge.

The measurement shall be for a unit of one rmt. basis.

E Tender Notice No-06 - T. No.-139

I HAVE ALSO GONE THROUGH TECHNICAL SPECIFICATIONS FOR THE ITEMS (AS PER STANDARD P.W.D.

TECHNICAL SPECIFICATION FOR THE ITEMS AND ALSO I HAVE THE BOOK OF THE SAME) AND AGREE TO ABIDE BY

IN CASE OF WHERE IS NO TECHNICAL SPECIFICATION FOR THE ANY ITEMS AVAILABLE, SPECIFICATION GIVEN BY

THE ENGINEER-IN-CHARGE SHALL BE FOLLOWED AND FOR THE SAME I AGREE TO ABIDE BY THEM.

Contractor’s Signature Addl City Engineer

With Date & Signature

E Tender Notice No-06 - T. No.-139

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 New

Drainage line laying at TP-1,2,121 and gamthal area and

different location regarding pollution complain in Naroda

Ward of North Zone.

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

rupees………………..(in words............................................) Rs. (in figures) and we undertake to

pay to Municipal Commissioner, 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

E Tender Notice No-06 - T. No.-139

Seal and Signature of the Bidder Addl City Engineer

Date: (North Zone)

FORM -2 PERFORMANCE GUARANTEE BOND

(BANK GUARANTEE)

(Clause 37 of Section I Volume 1)

Awarded a contract dated_ __________________for New Drainage line

laying at TP-1,2,121 and gamthal area and different location

regarding pollution complain in Naroda Ward of North Zone.

Whereas the said M/s __________________________________________has approached

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

E Tender Notice No-06 - T. No.-139

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

E Tender Notice No-06 - T. No.-139

Date: Signature of Contractor

E Tender Notice No-06 - T. No.-139

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

E Tender Notice No-06 - T. No.-139

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

E Tender Notice No-06 - T. No.-139

GENERAL SPECIFICATION

Name of work:- New Drainage line laying at TP-1,2,121 and

gamthal area and different location regarding pollution

complain in Naroda Ward of North Zone.

The work shall be completed with 12 Months (Excluding Monsoon) after the order to start the

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.

E Tender Notice No-06 - T. No.-139

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 (180) 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

E Tender Notice No-06 - T. No.-139

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E Tender Notice No-06 - T. No.-139

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E Tender Notice No-06 - T. No.-139