ULHASNAGAR MUNICIPAL CORPORATION - e Tendersumc.maharashtra.etenders.in/tpoimages/umc/tender/Tender42.pdfUlhasnagar Municipal Corporation. Bid should be submitted online only as per

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Contractor No. of corrections Executive Engineer

ULHASNAGAR MUNICIPAL CORPORATION

Water Supply & Sewerage Department

TENDER NO: UMC/WSSD/ OF 2013-14

Name of work: - Ulhasnagar Water Supply Scheme. Providing, lowering,

laying and jointing D.I.K.-7. 600 mm.dia. Pipe line from

Forest Naka to Radha Soami Satsang Hall at Ulhasnagar - 3.

E-TENDER DOCUMENT

Issued to M/s____________________

Form fee paid vide Receipt No._____

Date: ___________

City Engineer

Ulhasnagar Municipal Corporation

Ulhasnagar

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WATER SUPPLY & SEWERAGE DEPARTMENT

Name of work: - Ulhasnagar Water Supply Scheme. Providing, lowering,

laying and jointing D.I.K.-7. 600 mm.dia. Pipe line from

Forest Naka to Radha Soami Satsang Hall at Ulhasnagar-

3.

INDEX

Sr. No. Particulars Page No.

From To

1 Cover page 1 1

2 Index 2 2

3 Press Tender Notice 3 6

4 Detailed Tender Notice 7 11

5 Additional Clauses 12 13

6 Form B-1 14 49

7 Material Schedule- “A” 50 52

8 Schedule “B” 53 64

9 General Conditions 65 90

10 Additional Conditions 91 93

11 Detailed Item wise Specifications 94 126

12 Declaration 127 127

13 List of Documents 128 128

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WATER SUPPLY AND SEWERAGE DEPT.

E-TENDER NOTICE Online Tenders in B-1 form are invited by Ulhasnagar Municipal Corporation, Ulhasnagar

from registered Contractors with Govt./Semi Govt. and any Government Organization,

P.W.D., M.J.P., etc. and having Experience in Carrying out the same work.

The details of tender are as under:-

Security Deposit Sr.

No

.

Name of Work Cost put to

the Tender

Tender

Fee

EMD

Initial From Bill

Validity

of offer

1 Providing,

lowering, laying &

jointing D. I. K – 7

pipes from Forest

Naka, Ambernath

to Radha Swami

Satsang Hall,

Ulhasnagar – 3.

76354010.00

50000.00

763600.00

2290620.00

1527080.00

180 days

To view Tender Notice, Detailed Time Schedule, Tender Document for this Tender &

subsequently purchase the Tender Document & its supporting documents, kindly visit UMC

child portal on e-Tendering website of Government of Maharashtra:

https://umc.maharashtra.etenders.in

In order to purchase the Online Tender Document, the Contractors participating first

time for e-Tenders on GoM e- Tendering Portal will have to complete the Online Registration

Process for the e-Tendering portal. A link for enrollment of new bidders has been provided

on https://maharashtra.etenders.in.

All bidders interested in participating in the online e-Tendering process are required

to obtain Class II or Class III Digital Certificate. The tender should be prepared & submitted

online using individual’s digital signature certificate.

Bidders Tool Kit Section (detailed Help documents, designed for bidders) has been

provided on e-Tendering website in order to guide them through different steps involved

during e-Tendering such as online procedure for tender document purchase, bid preparation,

bid submission.

1) Request for proposal for Tender document fees shall be deposited in Ulhasnagar

Municipal Corporation’s e-Tender Account No. 913020006981818 of Axis Bank on

or before last date and time of online tender document download stage. Scanned copy

of both sides of stamped Bank Challan for amount deposited towards tender document

fees.

2) Earnest Money Deposit shall be deposited in Ulhasnagar Municipal Corporation’s e-

Tender Account No. 910020045246070 of Axis Bank on or before last date and time

of online tender document download stage. Scanned copy of both sides of stamped

Bank Challan for amount deposited towards Earnest Money Deposit shall be

uploaded.

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If any assistance is required regarding e-Tendering (Registration/ upload/ download) please

contact GoM e-Tendering Help Desk on Telephone: 020 - 253 155 55 / 56, 022 – 26611117 ext.

25, 26

If any assistance is required regarding work/s please contact office of the Executive Engineer,

Water Supply Department Ulhasnagar Municipal Corporation Telephone Nos. 0251-2720142,

Fax No. 0251-2720104

All bid related activities (Process) like Tender Document Download, Bid Upload/Submission,

and Online Transfer of Custody of Bid will be governed by the time schedule given under Key Dates

below:

Sr.

No. Activities

Start Date & Time -- Expiry Date &

Time

1 Online Tender Release 20-07-2013 11:00 Hrs To 20-07-2013 17:00 Hrs

2 Online Tender Document Download 20-07-2013 17:01 Hrs To 21-08-2013 17:00 Hrs

3 Online Bid Upload/Submission 20-07-2013 17:01 Hrs To 21-08-2013 17:00 Hrs

4 Online Technical Bid Closing 21-08-2013 17:01 Hrs To 22-08-2013 17:00 Hrs

5 Online Commercial Bid Closing 21-08-2013 17:01 Hrs To 22-08-2013 17:00 Hrs

6 Online transfer of custody of Bid 22-08-2013 17:01 Hrs To 27-08-2013 17:00 Hrs

*7 Online Tender Opening(Technical) 28-08-2013 11:00 Hrs To 30-08-2013 17:00 Hrs

*8 Online Tender

Opening(Commercial) 28-08-2013 11:00 Hrs To 30-08-2013 17:00 Hrs

1) Tender forms will not be sold manually from Water Supply & Sewerage Dept.

Ulhasnagar Municipal Corporation. Bid should be submitted online only as per

above Schedule.

2) Rights to reject any or all tenders without assigning any reason thereof is reserved

by the Hon. Commissioner, Ulhasnagar Municipal Corporation, Ulhasnagar.

3) Details of prequalification, terms and conditions are available in Tender

Documents.

4) Notice is also available on our website www.umc.gov.in

City Engineer

Ulhasnagar Municipal

Corporation

Ulhasnagar -3.

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NOTICE DETAILS

Tender Reference no. WSSD/D. I. PIPE/ OF 2013-14

Cost of blank tender document & Mode of Payment

Rs. 50,000/- to be deposited in Ulhasnagar Municipal

Corporation E-Tender Account No.913020006981818 of Axis Bank.

Last Date and Time of Submission of [Mode of Payment] for Tender Document Fees

On or before last date of Online Tender Document

Download Stage as given in the E-Tendering Schedule

during working hours of the Bank.

EMD Amount & Mode of Payment Rs. 7,63,600/- to be deposited in Ulhasnagar Municipal

Corporation E-Tender Account No. 910020045246070

of Axis Bank.

Last Date and Time of Submission of Original

EMD (Demand Draft)

On or before last date of Online Tender Document

Download Stage as given in the E-Tendering Schedule

during working hours of the Bank.

Venue of online opening of tender City Engineer Office, Water Supply & Sewerage Dept.

Ulhasnagar Municipal Corporation.

Address for Communication Executive Engineer, Water Supply & Sewerage Dept.

Ground floor, Near Chopda Court, Ulhasnagar

Municipal Corporation. Ulhasnagar-3.

Contact Telephone & Fax Numbers 0251-2720142, Fax No. 0251-2720104

e-Tendering Helpline Support:

Monday to Friday - 09:00 AM - 08:00

PM

Saturday - 09:00 AM - 06:00 PM

Telephone:

020 - 253 155 55 / 56

Email:

[email protected]

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TENDER SCHEDULE

Please Note: All bid related activities (Process) like Tender Document Download, Bid

Upload/Submission, and Online Transfer of Custody of Bid will be governed by the time

schedule given under Key Dates below:

Sr.

No. Activities

Start Date & Time -- Expiry Date &

Time

1 Online Tender Release 20-07-2013 11:00 Hrs To 20-07-2013 17:00 Hrs

2 Online Tender Document Download 20-07-2013 17:01 Hrs To 21-08-2013 17:00 Hrs

3 Online Bid Upload/Submission 20-07-2013 17:01 Hrs To 21-08-2013 17:00 Hrs

4 Online Technical Bid Closing 21-08-2013 17:01 Hrs To 22-08-2013 17:00 Hrs

5 Online Commercial Bid Closing 21-08-2013 17:01 Hrs To 22-08-2013 17:00 Hrs

6 Online transfer of custody of Bid 22-08-2013 17:01 Hrs To 27-08-2013 17:00 Hrs

*7 Online Tender Opening(Technical) 28-08-2013 11:00 Hrs To 30-08-2013 17:00 Hrs

*8 Online Tender

Opening(Commercial) 28-08-2013 11:00 Hrs To 30-08-2013 17:00 Hrs

Activities to be performed by the

Department

Activities to be performed by the Bidders

* Dates mentioned here, are proposed dates for Bid Opening Activities. Exact date of opening of technical and commercial bids shall be notified in the Press Notice /

Corrigendum section of the website before opening of the same.

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DETAILED TENDER NOTICE

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ULHASNAGER MUNICIPAL CORPORATION

WATER SUPPLY & SEWARAGE DEPARTMENT

DETAILED TENDER NOTICE

Name of work :- Ulhasnagar Water Supply Scheme Providing, lowering,

Laying and jointing 600 mm.dia. D.I. Pipe line from Forest Naka

to Radha Swami hall at Ulhasnagar-3.

INVITATION TO TENDERS

Online Tenders in B-1 form are invited by Ulhasnagar Municipal Corporation, Ulhasnagar

from registered Contractors with Govt./Semi Govt. and any Government Organization,

P.W.D., M.J.P., etc. and having Experience in Carrying out the same work.

1. ESTIMATED COST PUT TO TENDER :- Rs. 7,63,54,010.00

2. EARNEST MONY DEPOSIT :- Rs. 7,63,600.00

3. SECUTIY DEPOSIT :-

3 % of amount i.e. minimum Rs. 22,90,620.00 will have to be Earnest Money

Deposit shall be deposited in Ulhasnagar Municipal Corporation’s e-Tender

Account No. 910020045246070 of Axis Bank on or before scheduled date given in

NOTICE DETAILS of the tender on working days, valid for 12 months and remaining

2 % will be deducted through running bills.

4. TIME LIMIT OF CONTRACT:-

06 (Six) calendar months from the date of work order.

5. VALIDITY OF TENDER :-

180 days from the date of opening of tender.

6. PURCHASE AND DOWNLOADING OF TENDER FORM :-

The tender document is uploaded / released on Government of Maharashtra,

(GOM) e-tendering website https://maharashtra.etenders.in. Tender document and

supporting documents may be purchased and downloaded from following link of

Ulhasnagar Municipal Corporation on e-Tendering website of Government of

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Maharashtra, https://UMC..maharashtra.etenders.in by filling Demand Draft

details online. Subsequently, bid has to be prepared and submitted online ONLY as

per the schedule.

The Tender form will be available online only. Tender forms will not be sold

manually from Water Supply and Sewerage Department, Ulhasnagar Municipal

Corporation, Ulhasnagar

Only those Tender offers shall be accepted for evaluation for which non-

refundable Tender Fee of Rs. 50,000/- ( INR Fifty Thousand Only), will be

deposited in the Ulhasnagar Municipal Corporation e-Tender account no.

913020006981818 of Axis Bank on or before scheduled date given in NOTICE

DETAILS of the tender on working days.

The bidders are required to download the tender document within the pre-

scribed date & time mentioned in online tender schedule. After expiry of the date and

time for tender document download, Department / Corporation will not be responsible

for any such failure on account of bidders for not downloading the document within

the schedule even though they have paid the cost of the tender to the Department /

Corporation. In such case the cost of the tender paid by the bidders will not be

refunded.

7. PREPARATION & SUBMISSION OF BIDS :-

Both the Bids (Technical as well as Commercial) shall have to be prepared

and subsequently submitted online only. Bids not submitted online will not be

entertained.

Online Bid Upload/Submission

TECHNICAL BID

Following documents should be uploaded in Online Technical Envelope (T1) in PDF

format, if required can be Zipped as well and then uploaded. These documents need to be

digitally signed by individual contractor’s digital signature and uploaded during Online Bid

Upload/Submission Stage.

1. Qualification Criteria :

1) The Firm/Contractor must have registered with Maharashtra Jeevan

Pradhikaran Class- - “I” and Above (Civil) Or Registered with CIDCO / M. I. D.

C. / P. W. D. / Any Semi Government Organisation in appropriate class.

2) Detailed Tender Notice can be seen on the Notice Board or obtained on

request from the office of the Executive Engineer, Water Supply & Sewerage

Department, Ulhasnagar Municipal Corporation, Ulhasnagar-3.

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3) It will be exclusive responsibility of Tenderer to see that their application is

accompanied with all required documents. Deficiencies in application if any will

not be comemunicated.

4) The Contractor should have experience of providing, lowering, laying and

jointing & commissioning of Min. 300 mm dia. C. I./ D. I./ M. S. pipe line in

Government / Semi Government Organisations. It is obligatory that contractor

should submit satisfactory work completion certificate issued by the officer not

below the rank of Superintending Engineer or Competent authority.

5) Registered copy of Joint Venture/ Partnership Deed of the firm.

6) Scanned copy of both sides of stamped Bank Challan for amount deposited

towards tender document fees.

7) Scanned copy of both sides of stamped Bank Challan for amount deposited

towards Earnest Money Deposit.

COMMERCIAL BID

All financial offers must be prepared and submitted online (An online form

will be provided for this purpose in Online Commercial Envelope (C1), during

Online Bid Upload/Submission Stage).

Any bidder should not quote his offer any where directly or indirectly in

Technical Envelope (T1), failing which the Commercial Envelope (C1) shall not

be opened and his tender shall stand rejected.

Note: During Online Bid Preparation stage, bidders are allowed to make any

changes or modifications in the bid data uploaded by them in Technical (T1) as

well as Commercial (C1) envelope. Once a bidder successfully completes the

Bid Preparation stage (by generating the Hash Values for T1 and C1), system

won’t allow him/her to make any further changes or modifications in the bid

data.

8. Online Transfer of Custody of Bids

During this stage, bidders who have successfully completed their Bid

Upload/Submission stage are required to transfer the data, already uploaded by them

during Bid Upload/Submission stage, from their custody to department’s

custody. During this stage, bidders won’t have any capability to make any kind of

changes or editing into technical as well as commercial data.

9. EARNEST MONEY DEPOSIT (EMD)

Bidders are required to submit Rs. 763600.00 (Rupees Seven lakh Sixty

three thousand six hundred Only) as Earnest Money Deposit will be deposited in

the Ulhasnagar Municipal Corporation e-Tender Account No. 910020045246070 of

Axis Bank on or before scheduled date given in NOTICE DETAILS of the tender on

working days.

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10. Arbitration

Tenders with stipulation for settlement of a dispute by relevant Arbitration will not be

entertained.

11. Right to reject any or all the tenders without assigning any reason thereof is reserved

by the Commissioner, Ulhasnagar Municipal Corporation.

Contractor Executive Engineer



Ulhasnagar- 3

12


ADDITIONAL CLAUSES

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ULHASNAGAR MUNICIPAL CORPORATION, ULHASNAGAR



Laying and jointing 600 mm.dia. D.I. Pipe line from

Forest Naka to Radha Swami hall at Ulhasnagar-3.

ADDITIONAL CLAUSES

1. The Contractor shall submit the detailed time scheduled programme of the work in

the form of Bar-Chart while submitting the tender. At any stage of work if there is

a variation in the time scheduled programmed by more than 10 % the Engineer-in-

charge is empowered to cancel the tender.

2. If it is observed that the contractor has not started the work according to scheduled

time programme of the work or abnormal delay is made during construction, the

recovery for liquidated damages will be made from the agency maximum up to 10

% of the accepted tender cost (0.1 % per day minimum).

3. If there is any dispute between the contractor and the Engineer-in-charge the

Contractor is not allowed to go for arbitration and in such cases the decision of

Executive Committee will be final. Even if the Contractor files a suit in the court,

the UMC may allot the work to the other agency to avoid delay of work.




14


FORM B - 1

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FORM B-1


PERCENTAGE RATE TENDER AND CONTRACT FOR WORKS

CORPORATION

DIVISION

ULHASNAGAR MUNICIPAL CORPORATION,


GENERAL RULES & DIRECTIONS FOR THE GUIDANCE OF CONTRACTORS

1. All works, proposed to be executed by Contract, shall be notified in a Form of

invitation to tender, pasted on a Notice Board hung up in the office of the

Executive Engineer.

This form will state the work to be carried out as well as the date of submitting

and opening tenders, and the time allowed for carrying out the work, also the

amount of earnest money to be deposited with the tender, and the amount of

the security deposit to be deposited by the successful Tenderer and the

percentage, if any, to be deducted from bills. Copies of any other documents

required in connection with the work shall be signed by the Executive

Engineer for the purpose of identification and shall also open for Inspection by

Contractors at the office of Executive Engineer during office hours.

Where the works are proposed to be executed according to the specifications

recommended to a Contractor and approved by a competent authority on

behalf of the Ulhasnagar Municipal Corporation, such specifications with

designs and drawings shall from a part of the accepted tender.

2. In the event of the tender, being submitted by a firm, it must be signed by each

Partner thereof, and in the event of the absence of any Partner, it shall be

signed on his behalf by a person holding a power of attorney authorizing him

to do so.

2.A (i) The Contractor shall pay along with the tender the sum of

Rs. 7,63,600/-(Rupees Seven Lakhs Sixty Three Thousand Six Hundred Only) as and by way of Earnest Money. The said amount of Earnest Money

shall not carry any interest whatsoever.

ii) In the event of his tender being accepted to the provisions of sub-clause (iii)

below the said amount of Earnest Money Deposit shall be appropriate

towards the amount of Security Deposit payable by him under condition of

General Conditions of Contract, if the Contractor requests in writing.

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iii) If after submitting the tender, the contractor withdraws his offer or modifies

the same, or if after the acceptance of his tender, the contractor neglects to

furnish the balance amount of Security Deposit without prejudice to any other

rights and power of the corporation hereunder, or in Law corporation shall be

entitled to forfeit the full amount to the Earnest Money deposited by him.

iv) In the event of his tender not being accepted, the amount of Earnest Money

deposited the by contractor shall unless it is prior there to forfeited under the

provision of Sub Clause (iii) above, be refunded to him on his passing receipt

therefore.

3. Receipts for payment made on account of any work, when executed by a firm

should also be signed by all the partners except where the contractors are

described in theirs tender as firm, in which case the receipt shall be signed in

the name of the firm by one of the partners, or by some other person having

authority to give effectual receipts of the firm.

4. Any person who submits a tender shall fill up usual printed form stating to

what percentage above or below the rates specified in Schedule – B

(memorandum showing items of work to be carried out) he is willing to

undertake the work. Only one rate or such percentage on all estimated rates /

scheduled rates shall be named, tenders which propose any alterations in the

works specified in the said form of invitation to tender or in time allowed for

carrying out. The work or which contain separate percentage over Estimated

Rates/Schedule rates for different sub-works or items, or which contain any

other conditions, of any sort or which are not filled with the percentage at the

space provided for the purpose and not signed at proper places in the printed

B-1 tender form will be liable for rejection. No printed form or tender shall

include a tender for more than one work. But, if the contractors who wish to

tender two or more works, they shall submit a tender for each. Tenders shall

have the name and number of the work to which they refer, written outside the

Envelopes.

5. The Executive Engineer or the competent authority or his duly authorized

Assistant shall open tenders in the presence of contractors who have

submitted tenders or their representative who may be present at the time, and

he will enter the amounts of the several tenders in a comparative statement in a

suitable, form. In the even of a tender being accepted, the contractor shall for

the purpose of identification sign copies of the specification and other

documents mentioned in Rule –1. In the event of tender being rejected, the

Executive Engineer shall arrange to refund the amount of the earnest money

deposited to the tenderer, on his giving a receipt for the return of the money.

6. The officer competent to dispose of the tenders shall have the right of rejection

all or any of the tenders.

7. No receipt for any payment alleged to have been made by a contractor in

regard to any matter relating to this tender or the contract shall be valid and

binding on corporation unless it is singed by the corporation.

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8. The memorandum of work to the tendered for the schedule of the materials to

be supplied by the Ulhasnagar Municipal Corporation and their rates shall be

filled in the completed by the office of the corporation before the tender form

is issued. If a form issued to an intending tenderer has not been so filled in and

completed he shall request the said office to have this done before the

completed he shall request the said office to have this done before the

completes and delivers his tenders.

9. All work shall be measured net by standard measure and according to the rules

and customs of the Ulhasnagar Municipal Corporation without reference to

any local custom.

10. Under no circumstance shall any contractor be entitled to claim enhanced rates

for items in this contract.

11. All corrections and additions or pasted slips should be initialled.

12. The measurements of work will be taken according to the usual methods in

use in the Ulhasnagar Municipal Corporation and no proposals to adopt

alternative methods will be accepted. The Executive Engineer decision as to

what is the usual method in use in the corporation will be final.

13. The tendering contractor shall furnish a declaration along with the tender

showing all works for which he has already entered into contract, and the

value of the work that remains to be executed in each case on the date of

submitting the tender.

14. Every Tenderer shall furnish along with the tender information regarding the

Income Tax Circle or Ward of the district in which he is assessed to income

Tax, the reference to the number of the assessment and the assessment year

and a valid income Tax clearance certificate.

15. In view of the difficult position regarding the availability of foreign exchange ,

no foreign exchange world be released by corporation for the purchase of

plant and machinery required for the execution of the work contracted for.

16. The contractor will have to construct shed, for storing controlled and valuable

materials issued to him under Schedule “A” of the agreement, at work site

having double locking arrangement. The materials will be taken for use in the

presence of the Corporation person. No materials will be allowed to be

removed form the site of works.

17. The contractor shall also give a list of machinery in their possession of which

they propose to use on the work.

18. Every registered or unregistered contractor should furnish along with tender a

statement showing previous experience and technical staff employed by him.

19. Successful Tenderer will have to produce to the satisfaction of the accepting

authority a valid and current license issued in his favour under the provision of

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contract labour (Regulation and Abolition Act, 1973) before starting work

failing which acceptance of the tender will be liable for withdrawal and

earnest money/Security Deposit will be forfeited to corporation.

20. The contractor shall comply with the provisions of Apprentice Act. 1961 and

the rules and orders issued there under from time to time. If he fails to do so,

his failure will be a breach of the contract and the Superintending Engineer,

may, in his discretion cancel the contract. The contractor shall also be liable,

for any pecuniary liability arising on account of any violation by him of the

provision of the Act.

In figure as

well as in words

I / We hereby tender for the execution for the Ulhasnagar Municipal

Corporation (hereinbefore and hereinafter referred to as “ Corporation” of

the work specified in the underwritten memorandum within the time specified

in such memorandum At _ _________________________ _____

( ) per cent below / above the estimated rates entered in

Schedule B (Memorandum Showing items of work to be carried out) and in

accordance in all respects with the specification, designs, drawings and

instructions in writing referred to in Rule 1 here of and in clause 12 of the

annexed conditions of contract and agree that what materials for the work are

provided by the corporation such material and the rates to be paid for them

shall be as provided in Schedule ‘A’ here.

MEMORANDUM

a) If several

sub works are

included the

same should be

declared in a

separate a list

A) General Description – Ulhasnagar Water Supply Scheme

Providing, lowering, Laying and jointing 600 mm

dia. D.I. Pipe line from Forest Naka to Radha

Soami hall at Ulhasnagar-3.

c)The amount

of earnest

money to be

deposited shall

be in

accordance

with the

provision of

paras 206 &

207 of the

MPW manual.

B) Estimated cost Rs. 7,63,54,010/-

C) Earnest Money Rs. 7,63,600/-

d)This deposit

shall be in

accordance

with pares 213

and 214 of the

M.P.W.Manual

D) Security Deposit

a) Initial ( not less than the amount of Rs. 22,90,620/-

earnest money) before work order in

form of FDR/ Bank Guarantee of

Schedule Bank (Security Deposit shall

be 3% of estimated cost or 3 % of accepted

tender cost which is higher)

b) To be deducted from current /

running bills ( 2% of each bills) Rs. 15,27,080/-

Total Rs. 38,17,700/- OR

5% of contract value whichever is more

19


E) Percentage if any, to be deducted from bills so as to make up

the total amount required as security deposit.

2% (two) per cent.

f)Additional

Security

Deposit

F) If the tender is accepted at the rate quoted less than estimated cost put

to tender, then security deposit to be paid by tenderer.

a) For offer up to 10% below --> Nil

b) For offer up to 10% to 15% below --> 2%

c) For offer more than 15% below --> 4%

( Security deposit shall be based on estimated cost put to tender)

The Additional Security Deposit in full in the form of FDR/ will have to

deposited at the time of agreement.

The additional S.D. will be refunded after completion of work in all respect

only.

(g) Give

Schedule where

necessary

showing dates

by which the

various items

are to be

Completed

G) Time allowed for the work from the date of written order to commence.

( ) Calendar months including monsoon

1. I / We agree that the offer shall remain open for a minimum period of 180

days from the date fixed for opening the same and thereafter until it is

withdrawn by me/us by notice in writing duly addressed to the authority

opening the tenders and sent by registered post A.D. or otherwise

delivered at the office of the such authority. The amount of earnest

money shall be liable to be forfeited to the Ulhasnagar Municipal

Corporation should I/We Fail to (I) abide by the stipulation to keep the

offer open for the period mentioned above or (ii) sign and complete the

contract documents as required by the Engineer and furnish the security

deposit as specified in item (d) and (F) of the memorandum contained in

paragraph (1) above within the time limit laid down in clause (1) of the

annexed General conditions of contract, the amount of earnest money

may be adjusted towards the security deposit or refunded to me/us if so

desired by me/us in writing unless the same or any part thereof has been

forfeited as aforesaid. No EMD in form of exemption certificate shall be

converted as Security Deposit.

2. I/We have secured exemption from payment of earnest money after

executing the necessary bond in favour of the corporation a true copy of

which is enclosed herewith should any occasion for forfeiture f earnest

money for this work arise due to failure on my / our part to abide by the

stipulations to keep the offer open for the period mentioned above or to

sign and complete the contract documents and furnish the security deposit

as specified in item (d) of the Memorandum contained in paragraph 1

above within the time limit laid down in clause (1) of the annexed

General conditions of contract, the amount payable by me/us may at the

option of Engineer, be recovered out of the amount deposited in lump

20


sum for securing exemption in so far as the same may extend in terms of

the said bond and in the event of the deficiency out of any other moneys

which are due of payable to me/us by the corporation under any other

contract or transaction of any nature whatsoever or otherwise.

3. Should this tender be accepted I/We hereby agree to abide by and fulfill

all the terms and provisions of the conditions of contract annexed hereto

so far as applicable and in default hereof to forfeit and pay to Corporation

the sums of money mentioned in the said conditions.

Amount to be

specified in

words and

figures

Term D. Receipt No. Dated from the Bank *

* Name of the

bank to be

specified

At In respect of the sum of * Rs._________________

Strike out (a) if

no case security

deposit is to be

taken

Is herewith forwarded representing the earnest money (a) the full value of

which is to be absolutely forfeited to corporation should I/We not deposit the

full amount of security deposit specified in the above memorandum in

accordance with (d) of clause (1) of the tender for works it shall be refunded.

(**) Signature

of contract or

before

submission of

tender

Contractor (**)

Address

Dated the days of 2013 .

# signature

Witness or

contractor’s

signature

(Witness)

(Witness)

Address

(Occupation)

The above tender is hereby accepted by me for and on behalf of the


(*) Signature of

the officer by

whom accepted.

Executive Engineer

Dated _________Day of _______2013

21


Conditions of Contract

Security

Deposit

Clause 1: (Modification as per the G.R., PWD No CAT-1087-CR-94--Bldg-2 dt.

14/6/1989)- The person / persons whose tender may be accepted (hereinafter called

the contractor which expression shall unless excluded by or repugnant to the

context include his heirs, executors, administrators and assignors) shall (A) within

10 days (which may be extended by the corporation concerned up to 15 days if the

corporation thinks fit to do so) of the receipt by him of the notification of the

acceptance of his tender deposit with the corporation in cash or Government

securities endorsed to the corporation ( if deposits for more than 12 months) of sum

sufficient which will made up the full security deposit specified in the tender or (B)

(permit corporation at time of making any payment to him for work done under the

contract to deduct such as will amount to 2% of each running bill payable such

deductions to he held by corporation by way of security deposit) Provided always

that in the event of the contractors depositing a lump sum by way of security

deposit as contemplated at (A) above, then and in such case, if the sum so

deposited shall not amount to 4/% or as stated in 1(f) of General conditions above

the total estimated cost of the work, it shall be lawful for corporation at the time of

making any payment to the contractor for work done under the contract to make up

the full amount of percent by deducting a sufficient sum from every such payment

as last aforesaid until the full amount to the security deposit is made up. All

compensation or other sums of money payable the contractor to corporation under

the terms of his contract may be deducted from or paid by the sale of sufficient part

of his security deposit or from the interest arising there from, from any sums which

may be due or may become due by corporation to the contractor under any other

contract or transaction or any nature on any account whatsoever and in the event of

his security deposit being reduced by reason of any such deduction or sale as

aforesaid, the contractor shall, within ten days thereafter, make good in cash or

Government securities endorsed as aforesaid any sum or sums which may have

been deducted from or raised by sale of his security deposited or any part thereof.

The security deposit referred to , when paid in cash may, at the cost of the

depositor, be converted into interest bearing securities provided that the depositor

has expressly desired this in writing. If the amount of the security deposit to be paid

in a lump sum within the period specified at (A) above is not paid the tender /

contract already accepted shall be considered as cancelled and legal steps take

against the contractor for recovery of the amount. Or after expiry of the dependent

liabitary person The amount of security deposit retained by the corporation shall be

released after expiry of period up to, which the contractor has agreed to maintain

the work in good order. In the event of the contractor failing or reflecting to

complete rectification work within the period up to the contractor has agree to

maintain the work in good order, then the amount security deposit retained by

corporation shall be adjusted towards the excess cost incurred by the corporation on

rectification work.

Compensation

delay Clause 2: The time allowed for carrying out the work as entered in the

tender shall be strictly observed by the contractor and shall be reckoned from

he date on which the order to commence work is given to the contractor. The

work shall through the stipulated period of the contract be proceeded with,

with all due diligence (time being deemed to be of the essence of the as

22


contract or the part of the contractor and the contractor shall pay as

compensation as amount equal to 1% of the estimated cost put to tender or

such smaller amount as the corporation whose decision in writing shall be

final) may decide of the amount of the estimated cost of the whole work as

shown by the tender for every day that the work remains uncommented, or

unfinished after the proper dates. And further to ensure good progress during

execution of the work, the contractor shall be bound in all cases in which the

time allowed for any work exceeds one month to complete.

1/3 % of the work 1/3 % of the time



And abide the programme of the detailed progress laid down by the

Executive Engineer.

In the event of the contractor failing to comply with this conditions he shall

be liable to pay as compensation an amount equal to one percent of the

estimated cost put to tender or such smaller amount as the corporation

(whose decision in wiring shall final) may decide of the said estimated cost

of the whole work for every day that due quantity of work remains

incomplete provided always that the total amount of compensation to be paid

under the provisions of this clause shall not exceed 10 percent of the of the

estimated cost of the work as shown in the tender. Corporation should be the

final authority in this respect irrespective of the fact that the tender is

accepted by Chief Engineer, Add., Chief Engineer / Corporation /

Corporation or Ass. Engineer / Deputy Engineer.

Action when

whole of

security deposit

is forfeited

Clause 3 : In any case in which under any clause of this contract the

contractor shall have rendered himself liable to pay compensation amounting

to the whole of his security deposit ( whether paid in one sum or Deducted

by installments or in the case of abandonment of the work owing to serious

illness or death of the contractor or any other cause the Engineer, on behalf

of the corporation, shall have power to adopt any of the following courses, as

he any deem best suited to interest of corporation.

(a) To rescind the contract ( for which recession notice in writing to the

contractor under the hand of corporation shall be conclusive evidence )

and in that case the security Deposit of the contractor shall stand forfeited

and be absolutely at the disposal of Corporation

(b) To carry our the work or any part of the work operationally debiting the

contractor with the cost of the work, expenditure incurred on tools and

plant, and charges on additional supervisory staff including the cost of

work charged, establishment for getting the unexecuted part of the work

completed and crediting him with the value of the work done corporation

ally in all respects in the same manner and at the same rates as if it had

been carried out by the contractor under the terms of his contract. The

certificate of the corporation as to the costs and other allied expenses so

incurred and as so to the value of the work so done corporation ally shall

be final and conclusive against the contractor.

23


(c) To order that the work of the contractor be measured up and to take such

part thereof as shall be unexecuted out f his hands, and give it to another

contractor to complete, in which case all expenses incurred on

advertisement for fixing a new contracting agency, additional supervisory

staff including the cost of work charge establishment and the cost of the

work executed by the new contract agency will be debited to other

contractor and the value of the work done or executed through the new

contractor be credited in the same manner and at the same rates as if it

had been carried out by the contractor under the terms of his contract.

The certificate of the corporation as to all the cost of the work and other

expenses incurred as aforesaid for getting the unexecuted work done by

the new contractor and as to the value of the work so done shall be final

and conclusive against the contractor The time framed for the various

notices and additional provision against this clause my please be referred

to in the General conditions for contract Para no 25 Authority of the

Engineer. In case the contract shall be rescinded under clause (a) above, the contractor

shall not be entitled to recover or be paid, any sum for any work therefore

actually performed by him under this contract unless and until the corporation

shall have certified in writing the performance of the such work and the amount

payable to him the in respect thereof and he shall only be entitled to be paid the

amount so certified. In the even of either courses referred to o in clause (b) or

(c) being adopted and the cost of the work executed by corporation or through a

contractor and other allied expenses exceeding the value of such work credited

the contractors, the amount of excess shall be deducted from any money due to

the contractor by corporation under the contract or otherwise howsoever or

from his security deposit or the sale proceeds thereof provided however that the

contractor shall have no claim against corporation even if the certified value of

the work done by corporation or through a new contractor exceeds the certified

cost of such work and allied expenses, provided always that whichever of the

three courses mentioned in clauses (a) , (b) and (c) is adopted by the

corporation, the contractor shall have no claim to compensation for any loss

sustained by him by reasons of not having purchased or procured any materials,

or entered into any engagements, or made any advance on account of or with a

view to the execution of the work or the performance of the contract.

Action when

the progress

of any

particulars

portion of the

work is

unsatisfactory

Clause 4: If the progress of any particular portion of the work is unsatisfactory, the

Executive Engineer shall not withstanding that the general progress of the work is

in accordance with the conditions mentioned in clause 2 be entitled to take action

under clause 3 (b) after giving the contractor 10 days notices in writing. The

contractor will have no claim for compensation, for any loss sustained by him

owing to such action.

Contractor

remain liable

to pay

compensation

if action not

taken under

Clause 5: In any case in which any of the power conferred upon the corporation by

clauses 3 and 4 hereof shall have become exercisable and the same shall not have

been exercised the non exercise thereof shall not constitute waiving of any of the

conditions hereof the such powers shall notwithstanding be exercisable in the event

of any future case of default by the contractor for which under any clauses thereof

has is declared liable to pay compensation amounting to the whole of his security

24


clauses 3 & 4 deposit and the liability of the contractor for past and future compensation shall

remain unaffected . In the event of the corporation taking action under sub-clause

(a) or (c) of clause, 3 he may if he so desires, take possession of all or any tools and

plants, material and stores, in or upon the work or the site thereof or belonging to

the contractor, or procured by him and intended to be used for the execution of the

work or any part thereof paying allowing for the same in account at the contract

rates or in the case of contract rates not being applicable at current market rates to

be certified by the corporation whose certificate thereof shall be final in the

alternative the corporation may after giving notice in writing to the contractor or

his clerk of the work, foreman or other authorized agent required him to remove

such tools plant materials or stores from the premises within a time to be specified

in such notice, and the event of the contractor failing to comply with any such

requisition the corporation may remove them at the contractors expense or sell

them by auction or private sale on account of the contractor and at his risk in all

respect, and the certificate of the corporation as to the expenses of any such

removal and the amount of the proceeds and expenses of any such sale shall be

final and conclusive against the contractor.

Extension of

time

Clause 6 : If the contractor shall desire an extension of the time for completion of

work on the ground of his having been unavoidably hindered in its execution or on

any other ground, he shall apply in writing to the corporation before the expiration

of the period stipulated in the tender or before the expiration of 30 days from the

date on which he was hindered as aforesaid or on which the cause for asking for

extension occurred, whichever is earlier and the corporation or in the opinion of

corporation or Chief Engineer, as the case may be if in his opinion, there were

reasonable grounds for granting the extension grant such extension as he thinks

necessary or proper. The decision of the corporation in this matter shall be final.

However, no extension more than once of the period of not exceeding of three

months will be given for reasons stipulated above but thereafter no extension shall

be given and the agreement remain in force with the liquidated damages to be

levied as per the provision of clause 2.

Final

certificate

Clause 7 : On the completion of the work the contractor shall be furnished with a

certificate by the corporation ( hereinafter called the Engineer in charge ) of such

completion but no such certificate shall be given nor shall the work be considered

to be complete until the contractor shall have removed from the premises on which

the work shall have been executed, all scaffolding surplus materials and rubbish

and shall have cleaned off the dirt from all woodwork, doors, windows, walls, floor

or other parts of any building in or upon which the work has been executed or of

which he may have had possession for the purpose of executing the work nor until

the work shall have been measured by the Engineer in charge or where

the measurements have been taken by his subordinate until hey have received

approval of the Engineer in charge the said measurements being binding and

conclusive against the contractor. If the contractor shall fail to comply with the

requirements of this clause as to the removal scaffolding, surplus materials and

rubbish and cleaning off the dirt on or before the date fixed for the completion of

the work, the Engineer in charge may at the expense of the contractor, removed

such scaffolding, surplus materials and rubbish and dispose off the same as he

thinks fit and clean off such dirt as aforesaid and the contractor shall forthwith pay

the amount of the all expenses so incurred but shall have no claim in respect of any

25


such scaffolding or surplus materials as aforesaid except for any sum actually

realized by the sale thereof.

Payment

intermediate

certificate to

be regarded

as advance

Clause 8: No payment shall be made for any work estimated to cost less than

Rupees one thousand till the whole of work shall have been completed and a

certificate of completion given. But in the case of works estimated to cost more

than Rupees one thousand the contractor shall on submitting a monthly bill

therefore be entitled to receive payment proportionate to the part of the work than

approved and passed by the Engineer in charge, whose certificate of such approval

and passing of the sum so payable shall be final and conclusive against the

contractor. All such intermediate payments shall be regarded as payment by way of

advance against the final payments only and not as payments for work actually

done and completed and shall not preclude the engineer in charge for requiring any

bad, unsound, imperfect or unskilful work to be removed or taken away and

reconstructed or re-erected nor shall any such payment be considered as admission

of the due performance of the contract or any part thereof in any prospect or the

occurring to the any claim nor shall it conclude determine or affect in any other

way the powers of the Engineer in charge as to the final settlement and adjustment

of the accounts or otherwise or in any other way vary or affect the contract. The

final bill shall be submitted by the contractor within one month of the date fixed for

the completion of the work otherwise the Engineer in charges certificate of the

measurements and of the total amount payable for the work shall be final and

binding on all parties.

Payment at

reduced rates

on account of

items of work

not accepted

as completed

to at the

discretion of

the engineer

in charge

Clause 9: The rates for several items of works estimate to cost more than

Rs.1000/- agreed to within, shall be valid only when the item concerned is accepted

as having been completed fully in accordance with the sanctioned specification. In

cases where the items of work are not accepted as so completed by the Engineer in

charge may make payment on account of such items at such reduced

Rates, as he considers reasonable in the preparation of final or on account bills.

Bills to be

submitted

monthly

Clause 10: A bill shall be submitted by the contractor in each month on or before

the date fixed by the Engineer-in-charge for all work executed in the previous

month and the Engineer-in-charge shall take on cause to be taken the requisite

measurement for the purpose of having the same verified and claim, so far as it is

admissible shall be adjusted if possible within tem days from the presentation of

the bill. If the contractor does not submit the bill within the time fixed as aforesaid

the Engineer-in-charge may depute a subordinate to measure up the said work in

the presence of the contractor or his duly authorized agent whose counter signature

to the measurement list shall be sufficient warrant and the Engineer-in-charge may

prepare a bill from such list which shall be binding on the contractor in all respects.

Bills to be one

printed form

Clause 11: The contractor shall submit all bills on the printed form to be had on

application at the office of the Engineer-in-charge. The charges to be made in the

bills shall always be entered at the rates specified in the tender or in the case of any

extra work ordered in pursuance of these conditions and not mentioned or provided

for in the tender at the rates hereinafter provided for such work.

26


Stores

supplied by

corporation

Clause 12: If the specification or estimate of the work provides for the use of any

special description of materials to be supplied from the store of the Ulhasnagar

Municipal corporation or if it is required that the contractor shall use certain store

to be provided by the Engineer-in-charge (such material and stores and the prices to

be charged Therefore as hereinafter mentioned being so far as practicable for the

convenience for the contractor but not so as in any way to control the meaning or

effect of this contract specified in the schedule or memorandum here to annexed)

the contractor shall be supplied with such the purposes of the contract only and

value of the full quantity of the materials and stores so supplied shall of any special

description of materials to be supplied from the store of the Ulhasnagar Municipal

corporation or if it is required that the contractor shall use certain store to be

provided by the Engineer-in-charge (such material and stores and the prices to be

charged Therefore as hereinafter mentioned being so far as practicable for the

convenience for the contractor but not so as in any way to control the meaning or

effect of this contract specified in the schedule or memorandum here to annexed)

the contractor shall be supplied with such the purposes of the contract only and

value of the full quantity of the materials and stores so supplied shall be set off or

deducted from any sums then due, or thereafter to become due to the contractor

under the contract or otherwise or from the security deposit or the proceeds of sale

thereof if the security deposit is held in Government securities, the same or a

Sufficient portion thereof shall in that case be sold for the purpose. All materials

supplied to the contractor shall remain the absolute property of corporation and

shall no account be removed from the site of the work and shall at all times be open

to inspection by the Engineer-in-chargé. Any such materials unused and in

perfectly good condition at the time of completion or determination of the contract

shall be returned to the Ulhasnagar Municipal Corporations store if the Engineer in

charge so requires by a notice in writing given under his hand, but the contractor

shall not be entitled to return any such materials except with consent of the

Engineer-in-charge and he shall have no claim for compensation on account of any

such material supplied to him as aforesaid but remaining unused by him or for any

wastage in or, damage to any such materials.

. Clause 12 (A) : All stores of controlled materials such as cement, steel etc.

supplied to the contractor by corporation should be kept by the contractor under

lock and key and will be accessible for inspection by the corporation or his agent at

all the times.

Works to be

executed in

accordance

with

specifications

drawing orders

etc.

Clause 13 : The contractor all shall execute the whole and every part of the

work in the most substantial and workmanlike manner and both as regards

materials and every other respect in strict accordance with specification.

The contractor shall also conform exactly fully and faithfully to the

designs, drawings and instruction in writing relating to the work signed by

the Engineer-in-charge and lodged in his office and to which the contractor

shall be entitled to have access for the purpose of inspection at such office

or on the site of the work, during office hours. The contractor will be

receive three sets of contract drawing and working drawings as well as one

certified copy of the accepted tender along with the work order free of

cost. Further, copies of the contract drawings and working drawings if

27


Alteration in

specification

an designs not

to invalidate

contracts

Rates for work

not entered in

estimate or

schedule of

rates of the

district.

Extension of

time in

consequence of

requires by him shall be supplied at the rate of Rs.2000/- per set of contact

drawings and Rs.100/- per working drawing except where otherwise

specified.

Clause 14 : The Engineer-in-charge shall have power to made any

alternations in or additions to the original specification, drawings, design and

instruction that may appear to him to necessary or advisable during the

progress of the work and the contractor shall be bound to carry-out the work

in accordance with any instructions in this connection which may be given to

him in writing signed by the Engineer-in-charge and such alteration shall not

invalidate the contract and any additional work which the contractor may be

directed to do in the manner above specified as part of the work shall be

carried out by the contractor on the same conditions in all

respects on which he agreed to do the main work and at the same rates as are

specified in the tender for the main work. And if the additional and altered

work includes any class of work for which no rate is specified in this

contract, then such class of work shall be carried out at the rate entered in the

Schedule of Rate of the Division or at the rates mutually agreed upon

between the Engineer-in-charge and the contractor, whichever are lower.

However if the Engineer-in-charge is not empowered by corporation to

approve the rates of such add ional or altered work than as schedule or rates

of the Division, is ordered to be carried out before the rates are agreed upon

then the contractor shall within seven days of the date of receipt by him of

the order to carry out work, inform the Engineer in charge of the rate which

it is his intention to charge for such class of work, and if the Engineer-in

charge does not agree to this rate he shall be notice in writing be at liberty to

cancel hi order in carry out such class of work and arrange to carry out in

such manner as he may consider advisable schedule or rates of the Division,

is ordered to be carried out before the rates are agreed upon then the

contractor shall within seven days of the date of receipt by him of the order

to carry out work, inform the Engineer in charge of the rate which it is his

intention to charge for such class of work, and if the Engineer-in charge

does not agree to this rate he shall be notice in writing be at liberty to cancel

hi order in carry out such class of work and arrange to carry out in such

manner as he may consider advisable proved always that if the contractor

shall commence the work or incur any expenditure in regard there to before

to rate shall have been determined as lastly hereinbefore mentioned than in

such case he shall only be entitled to be paid in respect of the work carried

out or expenditure incurred by him prior or the date of the determination of

the rate as aforesaid according to such rate or rates as shall be fixed by the

Engineer-in-charge. In the event of a dispute the decision of the Executive

Engineer (W/S Deptt) of the corporation will be final.

Where, however, the work is to be executed according to the designs,

drawings and specification recommended by the contractor and accepted by

the competent authority the alternations above referred to shall be within the

scope of such designs, drawings sand specification appended to the tender,

28


additions or

alteration

the time limit for the completion of the work shall be extended in the

proportion that the increase in its cost occasioned by alterations or additions

bears to the cost of the original contract work and the certificate of the

Engineer-in-charge as to such proportion shall be conclusive.

No claim to

compensation

of account of

loss due to

delay in

supply of

materials by

corporation

Clause 15: (1) If at any time after the execution of the contract documents

the Engineer shall for any reason what-so-ever (other than default on the part

of the contractor for which the corporation is entitled to rescind the contract)

desires that the whole or any part of the work specified in the tender should

be suspended for any period of the whole or part of the work should not be

carried out at all, he shall give to the contractor a notice in writing of such

desire and upon the receipt of such notice the contractor shall forthwith

suspend or stop the work wholly or in part as required after having due

regard to the appropriate stage at which the work should be stopped or

suspended so as not to cause any damage or injury to the work already or

endanger the safety thereof provided that the decision of the Engineer as to

the stage at which the work or any part its could be or could have been safely

stopped or suspended shall be final and conclusive against the contractor.

The contractor shall have no claim to any payment or compensation

whatsoever by reason of or in pursuance of any notice as aforesaid on

account of any suspension, stoppage or curtailment except to the extent

specified hereinafter.

(2) Where the total suspension of work ordered as aforesaid continued for a

continuous period exceeding 90 days the contractor shall be at liberty to

withdraw from the contractual obligations under the contract so far as it

pertains to the unexecuted part of the work by giving a 90 days prior notice

in writing to the Engineer , within 30 days of the expiry of the said period of

90 days, of such mention and requiring the Engineer to record the final

measurements of the work already done and to pay final bill. Upon giving

such notice contractor shall be deemed to have been discharged from his

obligation to complete the rearming unexecuted work under his contract on

receipt of such notice Engineer shall proceed to complete the measurement

and make such payment as may be finally due to the contractor within a

period 90 days, from the receipt of the such notice respect of the work

already done by the contractor. Such payment shall not in any manner

prejudice the right of the contractor to any further compensation under the

remaining provision of this clause.

(3) Where the Engineer required the contractor to suspend the work for a

period in excess of 30 days at any time or 60 days in the aggregate, the

contractor shall be entitled to apply to Engineer with 30 days of the

resumption of work after such suspension for payment of compensation to

the extent of pecuniary loss suffered by him in respect of working machinery

rendered idle or the site or the account of his having and to pay the salary or

wages of labour engaged by him during the said period of suspension,

29


provided always that the contractor shall not be entitled to any claim in

respect of any such working machinery, salary or wages for the first 30 days

whether consecutive or in the aggregate of such suspension or in respect of

any suspicion whatsoever occasioned by unsatisfactory work or any other

default on his part. The decision of the Commissioner in this regard shall be

final and conclusive against the contractor.

(4) In the event of

(I) Any total stoppage of work on notice from the engineer

Under sub clause (1) in that behalf.

(ii) Withdrawal by the Contractor from the contractual

obligation to complete the remaining unexecuted work under Sub

clause (2) on account of continued suspension of work for a period

exceeding 90 days

(iii) Curtailment in the quantity of item or item originally tendered on

account of any alteration, omission or substitution in the

specification’s drawings, designs or instruction under clause 14

where such curtailment exceed 25% in quantity and the value of the

quantity curtailed beyond 25% at the rates for the items specified in

the tender is more than Rs.5000/-

It shall be open to the contractor, within 90 days from the service

of (I) the notice of stoppage of work or (ii) the notice of withdrawal from

contractual obligations under the contract on account of the continued

suspension of work or (iii) notice under clause 14 (1) resulting in such

curtailment to produce to he engineer satisfactory documentary evidence

that he had purchased or agreed to purchase materials for use in the

contracted work, before receipt by him of the notice of stoppage,

suspension or curtailment and require the corporation to take over on

payment such material at the rates determined by the Engineer, provided,

however, such rates shall in no case exceed he rates at which the same

was acquired by the contractor. The corporation shall thereafter take over

the material so offered provided the quantities offered are not in excess of

the requirements of the unexecuted work as specified in the accepted

tender and are of quality and specification approved by the engineer.

No claim to

compensesatin

on account of

loss due to

delay in supply

of materials

by corporation

Clause 15 (A) The contractors shall not be entitled to claim any

compensation from corporation for the loss suffered by him no account of

delay by corporation in the supply of materials entered in schedule-A where

such delay is caused by

i) Difficulties relating to the supply of railway wagons

ii) Force major

iii) Act of God

iv) Act enemies of the state or any other reasonable cause beyond the

control of corporation

30


In the case of such delay in the supply of materials, corporation shall

grant such extension of time for the completion of the works as shall appear

to the Executive Engineer to be reasonable in accordance with the

circumstances of the case. The decision of the Commissioner as to the

Executive Engineer as to the extension of time shall be accepted as final by

the Contractor.

Time limit for

unforeseen

claims

Clause 16: Under no circumstance whatever shall be contractor be entitled

to any compensation from corporation on any account unless the contractor

shall have submitted claim in writing to the Engineer in charge within one

month case of such claim occurring.

Action and

compensation

payable in case

of bad work

Clause 17: If at any time before the security deposit or any part there of

is refunded to the contractor it shall appear to the Engineer-in-charge or

his subordinate in charge of the work, that any work has been executed

with unsound, imperfect or unskilful workmanship or with materials of

inferior quality or that any materials or articles provided by him for the

execution of the work are unsound, or of a quality inferior to that

contacted for, or otherwise not in accordance with contract it shall be

lawful for the Engineer-in-charge to intimate this fact in writing to the

contractor and then not withstanding the fact that the work materials or

articles complained of may have been inadvertently passed, certified and

paid for the contractor shall be bound forthwith to rectify, or remove and

reconstruct the work so specified in whole or in part , as the case may

require or if so required shall remove the materials or articles so specified

and provide other proper and suitable materials or articles at his own

charge and cost and in the event of his failing to do so within a period to

be specified by the Engineer-in-charge in the written intimation aforesaid,

the contractor shall be liable to pay compensation at the rate of one

percent on the amount of the estimate for every day not exceeding Ten

day during which the failure so continues and in the case of any such

failure the Engineer- in-change may rectify or remove and re-execute the

work or remove and replace the materials or articles complained of as he

case may be at the risk and expense in all respect of the contract. Should

the Engineer-in-charge consider that any such inferior work or materials

as described above may be accepted or may use of it shall be within his

discretion to accept same the at such reduced rates as he may fix

therefore.

Works to be

open to

inspection

Clause 18: All works under or in course of execution or executed in

pursuance of the contact shall at all time be open to the inspection and

supervision of the Engineer-in-charge and or his subordinate and or his

superior the contractor shall at all time during the usual working hours and

at all other times at which reasonable notice of the intention of the

Engineer-in-charge and his subordinate end or his superior to visit the

work shall been given to the contractor, either himself be present to

31


Contractor or

responsible

agent to be

present

receive orders and instructions or have a responsible agent duly accredited

in writing present for that purpose. Orders given to the contractors duly

authorized agent shall considered to have the same force and effect as if

they had been given to the contractor himself.

Notice to be

given before is

covered

Clause 19 : The contractor shall give not less than 5 days notice in writing

to the Engineer-in-charge or his subordinate in charge of the work before

covering up or otherwise placing beyond the reach of the measurement any

work in order that the same may be measured and correct dimensions

therefore taken before the same is so covered up or place beyond the

ranch measurement and shall not cover up or place beyond the reach of

measurement any work without the consent in writing of the Engineer-in-

charge or his subordinate in charge of the work and if any work shall be

covered up or placed beyond the reach of measurement without such

notice have been given or consent obtained, the same shall be uncovered

at the contractors expense, and default thereof no payment or allowance

shall be made for such work or for the materials with which the same was

executed.

Contractor

liable for

damage done

for

imperfections

Clause 20: If during the period of 12 months from the date of completion

as certified by the Engineer-in-charge pursuant to clause 7 of the contract

or 63 months from commissioning the work, whichever is earlier in the

opinion of the Executive Engineer, the said work is defective in any

manner, whosoever, the contractor shall forthwith on receipt of notice in

that behalf from the Executive Engineer duly commence execution and

completely carry out at his cost rectifying and setting right the defects

specified therein including dismantling and reconstruction of unsafe

portion strictly in accordance with and in the manner prescribed and under

the supervision of the Executive Engineer in the event of the contractor

failing or neglecting to commence execution of the said rectification work

within the period prescribed therefore in the said notice and/or to complete

the same as aforesaid as required by the said notice and/or to complete the

same as aforesaid as required by the said notice, the Executive Engineer

get the same executed and carried out departmentally or by any other

agency at the risk on account and at the cost of contractor. The risk on

account and at the cost of contractor . However The contractor shall

forthwith on demand pay to the corporation the amount of such costs,

charges and expenses sustained or incurred by the corporation of which the

certificate of Executive Engineer, shall be final and binding on the

contractor. Such cost charges and the expenses shall be deemed to debt due

from the contractor and be arrears of land revenue and in the event of the

contractor failing or neglecting to the same on demand as aforesaid without

prejudice to any other rights and remedies of the corporation the same may

be recovered from the contractor as arrears of land revenue through the

collector of the District. The Corporation shall also be entitled to deduct the

same from by amount which may then be payable or which may thereafter

32


become payable by to corporation to the contractor either in respect of the

said work or any other work who so ever or from the amount of security

deposit retained by the corporation.

contractor to supply plant, ladders, scaffolding etc.

And is liable for damages arising from non-provision s of lights fencing etc.

Clause 21: The contractor shall supply at his cost all materials (except such

special materials, if any as may in accordance with the contract, be supplied

from the corporation stores) plant tools, appliances implements, ladders,

tools, tackle scaffolding and temporary works requisite or proper for the

proper execution of the work whether in the original, altered or substituted

from the whether included in the specification or other documents forming

part of the contract of referred to in these conditions or not and which may

be necessary for the purpose or satisfying or complying with the

requirements of the engineer in charge as to any matter as to which under

these conditions he is entitled to be satisfied or which he is entitled to

require together with the carriage there for to and from the work the

contractor shall also supply without charge the requisite number of persons

with the means and materials necessary for the purpose of setting out works

and counting weighing and assisting in the measurement or examination at

any time and from time to time of the work or the materials failing which

the same may be provided by the engineer in charge at the expense of the

contractor and the expenses may be deducted from any money due to the

contractor under the contract or from his security deposit or the proceeds of

sale thereof, or a sufficient portion thereof. The contractor shall provide all

necessary fencing and lights required to protect the public from accident

and shall also be bound to bear the expenses of defence of every suit, action

or theory legal proceeding, that may be brought by any person for injury

sustained owing to neglect of the above precautions, and to pay any

damages and costs which may be awarded in any such suit action or

proceedings to any such person, or which may with consent of the

contractor be paid or compromising any claim by any such person.

List of Machinery in contractors possession and which he proposes to use

on the work should be submitted along with the tender

Clause 21 (A) The contractor shall provide suitable scaffolds and working

platforms gangways and stairways and shall comply with the following

regulations in connection therewith.

a)

Suitable scaffolds shall be provided for workmen for all work that can

not be safely done from a ladder or by other means.

33


b)

A scaffold shall not be constructed taken down or substantially altered

except.

i) Under the supervision of a competent and responsible person and

ii) As far as possible by competent workers possessing adequate

experience in this kind of work.

c) All scaffolds appliances connected therewith and ladders shall

i) be of sound material

ii) be of adequate strength having regard to the loads and strains to

which they will be subjected, and

iii) be maintained in proper condition.

d) Scaffolds shall be so constructed that no part thereof can be displaced

in consequence of normal use.

e) Scaffolds shall not be over loaded and so far as practicable their loads

shall be evenly distributed.

f) Before installing lifting gear on scaffolds special precautions shall be

taken to ensure the strength and stability of the scaffolds.

g) Scaffolds shall be periodically inspected by a competent person

h) Before allowing a scaffold to be used by his workman the contractor

shall, whether the scaffold has been erected by his workmen or not

take steps to ensure that its complies fully i) Working platform gangways stairways shall

i) be so constructed that no part thereof can sag unduly or unequally

ii) be so constructed and maintain having regards to the prevailing

conditions as to reduce as far as practicable risks of persons tripping or

slipping and

iii) be kept free from any unnecessary obstruction

j) In the case of working platform gangways, working places and

stairways at a height exceeding _2.0 M

34


i) Every working platform and every gangway shall be closely

check date unless other adequate measures are taken to ensure

safety.

ii) every working platform and gangway shall have adequate width

and

Iii) Every working platform gangway, working place and stairway

shall be suitably in need.

k) Every opening in the floor of a building or in a working platform shall

except for the time and to the extent required to allow the excess of

person for the transport or shifting of material be provided with

suitable means to prevent the fall of persons or material

I) When persons are employed on roof where there is danger of falling

from a highs exceeding tow meters suitable precautions shall be taken

to prevent the fall of persons or material (to be prescribed)

m Suitable precautions shall be taken to prevent person being struck by

articles which might fall from scaffolds or other working places.

n) Suitable means of access shall be provided to all working platform and

other working places.

o) The contractor(s) will have to make payments to the labourers as per

minimum Wages Act.

Clause 21 (B) The Contractor shall comply with the following regulations

as regards the Hoisting Appliances to be used by him.

a) Hoisting machine and tackle, including their attachments anchorage’s

and supports, shall -

i) be of good mechanical construction, should material and

adequate strength and free from patent defect, and

ii) be kept in good repair and in good working order.

b) Every rope used in hoisting or lowering materials or as a means or

suspension shall be of suitable quality and adequate strength and free

from patent defect. c) Hoisting machines and tackle shall be examined and adequately tested

after erection on the site and before use and be re-examined in position

at intervals or 8 hours.

35


d) Every chain, ring, hook, shackle, swivel and pulley block used in

hoisting or lowering materials or as means of suspicion shall be

periodically examined

e) Every crane driver or hoisting appliance operator shall be property

qualified.

f) No person who is bellow the age of 26 years shall be in control of any

hoisting machine, including any scaffold which or give signals to the

operator

g) In the case of every hoisting machine and of every chain, ring, book

shackle, swivel pulley black used in hoisting or lowering or as amines

of suspension the safe working load shall bas ascertained by adequate

means.

h) Every hoisting machine and all gear referred to in preceding regulation

shall be plainly marked with the safe working load.

i) In the case of a hoisting machine having a variable safe working load

each at working load and the conditions under which it is applicable

shall be clearly indicated.

j) No part of any hosing machine or of any gear referred to in regulation

above shall be loaded beyond the safe working load expect for the

purpose of testing

k) Motors, gearing, transmission, electric wiring and other dangerous part

of hoisting appliances shall be provided with efficient safeguards.

l) Hoisting appliances shall be provided with such means and will reduce

to a minimum the risk of the accidental descent of the load.

m) Adequate precautions shall be taken to reduce to a minimum, the risk

of any part of suspended load, becoming accidentally displaced.

Measure for

prevention of

fire

Clause 22: The contractor shall not set fire to any standing jungle trees,

brushwood or grass without a written permission from the corporation.

When such permit is given and also in all cases when destroying cut or dug

up trees brushwood, grass etc. by fire, the contractor shall take necessary

measure to prevent such fire spreading to or otherwise damaging

surrounding property.

The contractor shall make his own arrangement for drinking water for the

lab ours employed by him

36


Liability of

contract or for

any damage

done in or

outside work

area

Clause 23 : Compensations for all damages done intentionally or

unintentionally by contractors labour directly or indirectly in connection

with execution of the contracted work whether in or beyond limits of

corporation s property including any damage used by the spreading at fire

mentioned in clause 22 shall be estimated by the Engineer-in-charge or such

other officer as he may aping and the estimate of the Engineer-in-

charge subject to the decision of the Commissioner/Executive Engineer on

appeal shall be final and the contractor shall be bound to pay the amount of

assessed compensation on demand failing which the same will be recorded

from the contract as damages in the manner prescribed in clause –1 or

deducted by the Engineer-in-charge from any sum that may be due or

become due from corporation to contractor under this contract to otherwise The contractor shall bear the expenses of defending any action or other

legal proceedings that may be brought by any persons for injury sustained

by him owing or reflect of precautions to prevent the spread for fire and he

shall pay any damages and cost that may be awarded by the court in

consequence thereof.

Employment

of Female

labour

Clause 24: The employment of female labour on works in neighbourhood

of soldiers barracks should be avoided as far as possible

Works on

Sunday

Clause 25: No work shall be done on a Sunday without the sanction in

writing of the Engineer-in-charge. Except operation and maintenance work.

Work not to

sublet

Contractor

may be

rescinded and

security

deposit

forfeited for

subletting it

without

approvals or

for bribing a

public officer

or if contract

or becomes

insolvent

Clause 26 : The contractor shall not be assigned or sublet without the

written approval of the Engineer-in-charge. And if the contractors shall

assign or sublet his contract, or attempt to do so, or become insolvent or

commence any proceedings to get himself adjudicated and insolvent or

make any composition within his creditors, or attempt to do or if bribe,

gratuity, gift, load, perquisite, reward or advantage pecuniary or otherwise,

shall either directly or indirectly be give, promised or offered by the

contractor or any of his servants or agents to any public officer or person in

the employment of corporation in any way relating to his officer or

employment, or if any such officer or person shall become in any way

directly or indirectly interested in the contract, the engineer in charge may

thereupon by notice in writing rescind the contract, and the security deposit

of the contractor shall thereupon stand forfeited and be absolutely at the

disposal of corporation and the same consequence shall ensure as if the

contract had been rescinded under clause 3 hereof and in addition the

contractor shall not be entitled to recover or be paid for any work therefore

actually performed under the contract.

37


Sum payable

by pay of

compensation

to be

considered as

reason able

compensation

without

reference to

actual loss

Clause 27: All sumps payable by a contractor by way of compensations

under any of these conditions shall be considered as a reasonable

compensation to be applied to the use of corporation without reference to

the actual loss or damage sustained, and whether any damage has or has

not been sustained.

Change in the

constitution of

firm to be

notified.

Clause 28: In the case of tender by partners or a limited company the

contractor to the Engineer-in-charge for his information shall forthwith

notify any change in the constitution of a firm.

Direction and

control of the

Hon.

Commissioner

.

Clause 29: All works to be executed under the contract shall be executed

under the direction and subject to the approval in all respect of the Hon.

Commissioner Ulhasnagar Municipal Corporation for the time being, who

shall be entitled to direct at what point or points and in what manner they

are to be commenced and from time to time carried on.

Clause 30: (1) Except where otherwise specified in the contract and subject

to the powers delegated to him by the corporation under the code, rules,

others then in force, the decision of the Commissioner/Executive Engineer

of the Circle for time being shall be final, conclusive and binding on

all parties of the contract upon all questions relating to the meaning of the

specification, designs, drawings and instructions hereinbefore mentioned

and as to the quality of workmanship or materials used on the work, or as to

any other question claim, right matter, or thing whatsoever, in anyway

arising out of or relating to the contract designs drawing, specification,

estimates instructions, orders or these condition, or otherwise concerning

the works, or the execution, or failure to execute the same whether arising

during the progress of work, or after the completion abandonment thereof.

2) The contractor may within thirty days of receipt by him of any order

passed by the Executive Engineer W.S.S.D. aforesaid appeal against it to

the Chief Engineer, concerned with the contract work or project provided

that -

a) There accepted value of the contract exceeds /Rs. 10 Lakh

( Rupees Ten lakhs)

b) Amount of claim is not less than Rs. 1.00 lakh (Rupees one lakh)

3) If the contractor is not satisfied with the order passed by the Chief

Engineer as aforesaid, the contractor may, within thirty days of receipt by

him of any such order, appeal against it to the Commissioner Ulhasnagar

Municipal Corporation who if convinced that prima facie, the contractor’s

claim rejected by City Engineer is as would merit a detailed examination

38


in the claim of the contractor as would merit a detailed examination and

decision by corporation shall put up to corporation for suitable decision.

Stores of

European or

American

manufacture

to be obtained

from

corporation.

Clause 31: the contractor shall obtain from the Ulhasnagar Municipal

Corporation store, all stores and articles of European or American

manufacture which maybe required for the work or any part hereof or in

making up any articles required thereof or in connection there with unless

obtained permission in writing from he Engineer in charge to obtain such

stores and articles elsewhere. The value of such stores and articles as may

be supplied to the contractor by the engineer in charge will be debited to the

contractor in his account at the rates shown in the Schedule A attaches to

the contract and if they are not entered in the said schedule they shall be

debited to him at cost price which for the purpose of this conbt4act shall

include the cost of carriage and all other expenses whet over which shall

have been incurred in obtaining delivery of the same at the stores aforesaid.

Lump sums in

estimate

Clause 32: When the estimate on which a tender is made include lump sum

in respect of parts of the work, the contractor shall be entitled to payment in

respect of the items of work involved or the part of the work in question at

the same rates as are payable under this contract for each items, or if the

part of work in question is not in the opinion of the Engineer-in-charge

capable of measurement, the Engineer-in-charge may as his discretion pay

the lump sum amount entered in the estimate and the certificate in writing

of the Engineer-in-charge shall be final and conclusive against the

contractor with regard to any sum or sums payable to him under the

provision of this clause.

Action where

no

specifications

Clause 33 : In the case of any class of work for which there is no such

specification as is mentioned in Rule 1 of form B-1 such work shall be

carried out in a accordance with the Divisional Specifications and in the

event of there being no Divisional specification, then in such case of the

work shall be carried out in al respects in accordance with all instruction

and requirements of the Engineer-in-charge.

Definition of

work Clause 34 : The expression ‘works’ or ‘work’ where used in these

conditions, shall unless there by something in the subject or context

repugnant to such construction, be construed to mean the work or works

contracted to be executed under or in virtue of the contract, whether

temporary or permanent and whether original, altered, substituted or

additional

39


Contractions

percentage

Whether

applied to net

or gross

amount of bill

Clause 35: The percentage referred to in the tender shall be deducted

form / added to the gross amount of the bill before deducting the value of

any stock issued.

Refund of

quarry fees

and royalties

Clause 36 : all quarry fees royalties, octroi dues and ground rent for

stacking materials if any should be paid by the contractors, who will

however b entitles to a refund of such of the charges as re permissible under

rules on obtaining a certificate from the engineers in charge what the

materials where required for use on corporation work.

Compensation

s under work

means

compensation

Act

Clause 37: The contractor shall be responsible for and shall pay

compensations to his workmen’s payable under the workmen’s

compensation Act, 1923 (VIII of 1923) (hereinafter called the said Act) for

injuries caused to the workmen. If such compensation is payable / pad by

corporation as principal employer under sub-section (1) of section 12 of the

said Act on behalf of the contractor, it shall be recoverable by corporation

from contractor under sub section (2) of the said section, such

compensation shall be recovered in the manner laid down in clause 1 above.

Clause 37(A): The Contractor shall be responsible for and shall pay the

expenses of providing medical aid to any workman who may suffer a bodily

injury as a result of an accident. If such expenses are incurred by

Corporation, the same shall be recoverable from the contractor forthwith

and be deducted without prejudice to any other remedy of corporation from

any amount due or that may become due to the contractor.

Clause 37 (B) The contractor shall provide all necessary personal safety

equipment and first aid apparatus available for the use of the persons

employed on the site and shall maintain the same in condition suitable for

immediate use at any time and shall comply with the following regulations

in connection therewith.

a) The workers shall be required to use the equipment so provided by the

contractor and the contractor shall take adequate steps to ensures proper

use of the equipment by those concerned.

b) When work is carried on in proximity to any place where there is a risk

of drowning all necessary equipment shall be provided and kept ready

for use all necessary steps shall be taken for the prompt rescue of any

person in danger.

c) Adequate provision shall be made for prompt first aid treatment of all

injuries likely to be sustained during the course of the work.

40


Clause 37(C): The contractor shall duly comply with the provisions of the

“Apprentices Act 1961” (LII of 1961) and the rules and orders made there

under and the orders that may be issued from time to time under the act the

said rules and on his failure or neglect to do.

So he shall be subject to all the liabilities and penalties provided by the said

act and side rules.

Claim for

quantities

entered in the

tender or

estimate

Clause 38: (1) Quantities shown in the tender are approximate and no claim

shall be entertained for quantities of work executed being either more or

less than those entered in the tender or estimate.

41


2) Quantities in respect of the several items shown in the tender are

approximate and no revision in he tendered rate shall be permitted in

respect of any of the items so long, as subject to any special provision

contained in the specifications prescribing a different percentage of

permissible variation the quantity of the items does not exceed the

tender quantity by more the 25 percent and so long as the value of the

excess quantity beyond this limit at the rate of the items specified in the

tender, is not more than Rs.5000/-

3) The contractor shall, if ordered in writing by the engineer to do also

carry out any quantities in excess or the limit mentioned in sub clause

(1) hereof on the same condition as and in accordance with the

specifications in the tender and at the rates (I) derived from the rates

entered in the current schedule of rate and in the absence of such rates

(ii) at the rate prevailing in the market, the said rates being increased

or decreased as the case may be by the percentage which the total

tendered amount bears to the estimated cost of the work as put to tender

based upon the schedule of rates applicable to the year in which the

tenders were invited (for the purpose or Rs.______________/- in wards

be Rs._________________________in words

(Rupees______________

___________________________________Only).

4) This clause is not applicable to extra items.

Claims arising out of reduction in the tendered quantity of any item

beyond 25 percent will be governed by the provision of clause 15 only

when the amount of such reduction beyond 25 percent at the rate of the

item specified in the tender is more than Rs. 5000/-. This reduction is

exclusively of the reduction mentioned in clause No. 2.1, 4 of work and

site condition.

5) There is no change in the rate if the excess is less than or equal to 25%.

Also there is no change in the rate if quantity of work done is more than

25% of the tendered quantity, but value of the excess work at the tender

rates does not exceed Rs. 5000/-.

6) The quantities to be paid at tendered rate shall include :-

a) Tendered quantity plus.

b) 25% excess of the tendered quantity or the excess quantity or the

value of Rs. 5000/- at the tendered rate whichever is more.

7) Other provisions

a) The corporation is the competent authority to make full payment of

the excess quantity beyond 25% over tender quantity of Rs 5000 cost

whither is more at accepted tender rate or current shedder rate

whoever is less.

b) Quantity equal to that of quantity as pr Schedule B i.e. estimate

quantity put to tender plus 25% or Rs. 5000 (Whichever is more ) shall

be paid at accepted tender rate as per 6 above by the corporation,

without referring to higher authority.

42


c) The corporation shall see that the claim toward excess quantities

under this clause 38 is submitted to higher authority immediately on is

cropping up. Corporation while making such payment shall see that

the total expenditure on the scheme shall not exceed sanctioned cost of

scheme.

Schedule “A” material issued by the Corporation and used for the excess

quantity under clause 38 shall be recovered at the respective issue rates of

the years in which the work is carried out.

Clause 38. A : Till approval for excess quantity are accorded by competent

authority interim 50% payment will be released as under.

(a) At accepted under rate or current schedule rate whichever is less for

(i.e. entire quantity exceeding quantity stated in the tender subject to

condition that total I expenditure on the tendered work shall not

exceed accepted tender cost.

(b) The excess quantity beyond 25% will be paid at tendered rate or

CSR rate whichever is minimum till approval of the competent authority

is received subject to the condition that total expenditure shall not

exceed accepted tender cost.

(c) The balance payment due as per provision of clause 38 will be

Released by the Engineer-in-charge only after approval form the

competent authority is received by him.

The powers for approval of total excess quantity beyond estimated quantity

worth Rs. 10.00 lakhs are vested with Hon. Standing Committee.

Clause 38. B : If the rate entered into schedule-B for the work of excavation

of pipe line is a combined rate for different strata then the rate entered in

Schedule-B will be applicable for quantity 25% in addition to the quantity

mentioned in Schedule-B.

Employment

of famine

labour etc.

Clause 39 : The contractor shall employ and famine, convict or other labour

of a particular kind or class if ordered in writing to do so by the Engineer-

in- charge. Claim for

compensations

for delay in

Starting the

work

Clause 40 : No compensation shall be allowed for any delay caused in the

starting of the work on account of acquisition of land or in the case of

clearances works on account of any delay in according to sanction of

estimates.

Claim for

compensation

for delay in

execution work

Clause 41: No compensation shall be allowed for any delay in the

execution of the work on account of water standing in borrow pits or

compartment. The rats are inclusive for hard or cracked soil, excavation in

mud, sub-soil, water standing in borrow pits and no claim for an extra

rate shall be entertained, unless otherwise expressly specified.

43


Entering upon

or commencing

any portion of

work

Clause 42 : The Contractor shall not enter upon or commence any portion

of work except with the written authority and instruction of the Engineer-

in-charge or of his subordinate-in-charge of the work. Failing such

authority the contractor shall have no claim to ask for measurements of or

payment for work. Minimum age

of persons

employed the

employments o

donkeys and for

other animals

and he payment

of fair wages.

Clause 43 :

i) No contractor shall employ any person who is under the age of 18

years.

ii) No contractor shall employ donkeys or other animals with

breeching of string of thin rope. The breeching must be at least

three inches wide and should be of tape (Newer).

iii) No animal suffering from sores, lameness or emaciation or which is

immature shall be employed on the work.

iv) The Engineer-in-charge or his Agent is authorised to remove from

the work, any person or animal found working which does no

satisfy there conditions no responsibility shall be accepted by

Corporation for any delay caused in the completion of the work by

such removal.

The contractor shall pay fair and reasonable wage to the workmen

employed by him in the contract undertaken by him. In the event of any

dispute arising between the contractor and his workmen on the grounds

that the wages paid are no fair and responsible the dispute shall be referred

without delay to the Executive Engineer who shall decide the same. The

decision of the engineer shall be conclusive and binding on the contractor

but such decision shall not in any way affect the conditions in the contract

regarding the payment to be made by to the contractor corporation at the

sanctioned tender rates.

v) Contractor shall provide drinking water facilities to the workers.

Similar amenities shall provided to the workers engaged on large

work in urban areas.

vi) Contractor to take precaution against accidents which takes

place on account of labour using loose garments while

working near machinery.

Method of

payment Clause 44 : Payment to contractor shall be made by cheque drawn on

any bank within the division convenient to them provided the amount

exceed RS. 1000 Amounts not exceeding Rs. 1000 will be paid in cash

44


Acceptance of

condition

compulsory

before tendering

for work

Clause 45 : Any contractor who does not accept these conditions shall not

be allowed to tender of works.

Employment of

scarcity labour Clause 46 : If Government declares a state of scarcity of famine to exist

in any village situated within 16 kilometres of the work, the contractor

shall employ upon such parts of the work, as are suitable for unskilled

labour, any person certified to him by the Executive Engineer or be any

person to whom the Executive Engineer may have be delegated his duty

in writing, to be in need of relief and shall be bound to pay to such person

wages not below the minimum which may arise in connection with the

implementation of this clause shall be decided by the Executive Engineer

whose decision shall be final and binding on the contractors.

Price not to

exceed

controlled price

fixed by Govt.

Clause 47 : The price quoted by the contractor shall not in any case

exceed the control price if any fixed by Govt. or reasonable price which it

is permissible for him to charge a private purchaser for the same class and

profiteering ordinance 1948 as amended from time to time, if the price

quoted exceeds the controlled price or the price permissible under

Hoarding and profiteering prevention Ordinance the contractor will

specifically mention this fact in his tender along with the reasons for

quoting such higher prices . The purchaser at his discretion will in such

case exercise the right of revising the price at any stage so as to confirm

with the controlled price on the permissible under the Hoarding and

profiteering prevention ordinance. The discretion will be exercised.

Without prejudice to any other action that may be taken against the

contractor.

Rate inclusive

of Sales Tax.

Clause 48 : The rates to be quoted by the contractor must be inclusive of

sales Tax. No extra payment on this account will be made to the

contractor.

Sales Tax on

surplus material

Clause 49 : In case of materials that may remain surplus with contractor

from those issued by the MJP for the work contracted for the date of

ascertainment the materials being surplus will be taken as the date of

sale of the purpose of sale tax and the sale tax will be recovered on such

sale.

Employment of

local Labour Clause 50 : The contractor shall employ at least 80 per cent of the total

number of unskilled labour to be employed by him on the said work from

out of the person ordinarily residing in the district in which site of the

said work is located.

45


Provide, however, that if the required number of unskilled labour from

that district is not available, the contractor shall in the first instance

employ such number of persons as is available and thereafter may with

previous permission in writing of the Executive Engineer-in-charge of

said, work obtain the rest of the requirement of unskilled labour from

outside district.

Wages to be

paid to the

skilled &

unskilled

labours engaged

by the

contractor.

Clause 51: Wages to be paid to the skilled and unskilled laborers engaged

by the contractor.

The contractor shall pay the laborers skilled and unskilled according the

wages prescribed by the minimum wages Act applicable to the area in

which the work of the contractor is located.

The contractor shall comply with the provision of the apprentices act 1961

and the rules and order issued the under from time to time, if he fails to do

so his failure will be abreact of the contract and the corporation, may in

his discretion, cancel the contract. The contractor shall also be liable for

any pecuniary liability arising on account of any violation by him of the

provision Act. The contractor shall pay the labourers skilled and unskilled

according to wages prescribed by minimum wages act applicable to the

area in which the work lies.

Clause 52 : All amounts whatsoever which the contractor is liable to pay

to the corporation in connection with the execution of the of the work

including the amount payable in receipt of (I) materials and / or stores

supplied / issued hereunder by the corporation to the Contractor (ii) hire

charges in respect of heavy plant, machinery and equipment given on hire

by the corporation to the contractor for execution by him of the work

and/or on which advances have been given by the corporation contractor

shall be deemed to be arrears of the land revenue and the corporation may

without prejudice to any other right and remedies of the corporation

recover the same from the contractor as arrears of land revenue

Clause 53: The successful tenders will be required to produce to the

satisfaction of the specified concerned authority a valid and consequent

license issued in favour under the provisions of the contract labour

(Regulation and Abolition of) Act 1970 before starting the work. On

failure to do so, the acceptance of tender should be liable to be withdrawn

and also Earnest Money / Security Deposit forfeited.

“The contractor shall duly comply with all the provisions of the

contract labour (Regulation and Abolition) Act, 1970 (37 of 1970) and

the Maharashtra contract labour (Regulation and Abolition) rules 1971

as amended from time to time and all other relevant statutes and

statutory provision concerning payment of wages particularly to

workmen employed by the contractor and working on the site of the

46


employed by him on the site of the work at the rates prescribed under the

Maharashtra contract labour (Regulation and Abolition) Rules 1971. If the

contractor fails or neglects to pay wages at the said rates or makes short

payment and corporation makes such payment of wages in full or part

thereof less paid by the contractor as the case may be, the amount so paid

by the Corporation to such workers shall be deemed to be arrears of

land Revenue and the corporation shall be entitled to recover the same as

such from the contractor or deduct same from the amount payable by the

corporation to the contractor hereunder or from any other amounts

payable to him by the corporation.

Clause 54: Where the workers are required to work near machine and

are liable to accident they should not be allowed to wear loose clothes

like Dhoti, Jhabba etc. Clause 55 : the contractors accounts pertaining to this work including

vouchers shall be open for inspection of engineer at any given point of

time if demanded in writing by the engineer. Clause 56 : In view of the difficult position regarding the availability of

the foreign exchange, no foreign exchange, will be released by the

corporation for the purchase of the plant and Machinery required for the

execution for the work concerned.

Anti malaria

and other health

measures

Clause 57: The tendered rates shall be inclusive of all taxes, tax

leviable in respect of works contract under the provisions of the

Maharashtra Sales Tax on transfer of property in goods involved in the

execution of works contact Act, 1985

Clause 58 : A) The anti malaria and the health measures shall be as

directed by the Joint Director (malaria and Filaria) of Health Service

Pune.

B) Contractor shall see that mosquitogenic conditions are not created also

so as to keep vector population to minimum level.

C) Contractor shall carry out anti malaria measures in the area as per

guidelines prescribed under National Malaria Eradication Programmed

and as directed by the Joint Director (M&F) of Health Services, Pune

D) In case default in carrying out prescribed anti malaria measures

resulting in increase in malaria incidence contractors shall be liable to pay

to Government the amount spent by Government on anti malaria measures

to control the situation in addition to fine.

47


E) Relation with Public Authorities :

The contractor shall make sufficient arrangement for draining away the

silage water as well as water coming from the bathing and washing

places and shall dispose off this water in such a way as not to cause, any

nuisance. He shall also keep the premises clean by employing sufficient

number of sweepers.

The contractor shall comply with all rules, regulation, byelaws and

directions given from time to time by any local or public authority in

connection with this work and shall pay fees or charge which are laviable

on him without any extra cost to Government.

Clause 58: B) The successful contractor will have to enter into agreement

in form specified by corporation on a stamp of required amount as per

rules in force. The stamp charges shall be borne by the contractor.

1. Receipts for payment made on account of any work when

executed by a firm should also be signed by all partners except where

the contractors are described in their tender as firm, in which case the

receipt shall be signed in the name of the firm by one of the partners,

or by some other person having authority to give effectual receipts of

the firm.

2. All works shall be measured net by standard measure and

according to the rules and customs of the UMC and in absence of

such rules and custom in UMC then as per rules and customs of

P.W.D. of Govt. of Maharashtra without reference to any local

custom.

3. The measurements of work will be taken according to the

usual methods in use the UMC and no proposals to adopt alternative

methods will be accepted. The Executive Engineer’s decision as to

what is the usual method in use in the corporation will be final.

4. The contractor will have to construct shed, for storing controlled

and valuable materials issued to him under Schedule ‘A’ of the

agreement at work site having double locking arrangement. The

materials will be taken for use in the presence of the Department

person. No materials will be allowed to be removed from the site of

works.

5. The tendered rate shall be inclusive of all taxes, duties levies,

cess (including Sales Tax0 as ;amended from time to time. No extra

payment on this account shall be made to the contractor.

Clause 59:- The contractor shall provided and maintain guards, guard

rails, temporary bridge and walkways, watermen headlights and danger

signals illuminated from sunset to sunrise and other necessary appliances

and that may be brought by any person for injury sustained owing to

neglect of the above precautions and to pay all damages and costs which

48


may be awarded in any such suit, action or proceedings to any such person

or which may with the consent of the contractor be paid in compromising

any claim by any such person.

Clause 60:- (Insurance) Contractors shall take out necessary insurance

Policy/Policies so as to provide adequate insurance cover for execution of

the awarded contract work from the Director of Insurance, Maharashtra

State, Mumbai –51 only. Its postal address for correspondence is “264,

1sat floor, MHADA, Opp. Kalanagar, Bandra (East), Mumbai – 400 051.

Tel.64394-3/Fax 6439461/6438690) Insurance however, if the contractor

desire to effect insurance with the local office of any servicing

arrangement approved by the Director of Insurance. If the policy taken out

by the contractor is not on co-insurance basis (G.I.F. 60% and Insurance

company 40%) the same will not be accepted and the amount of premium

calculated by the Director of Insurance will be recovered directly from the

amount payable to the contractors for the executed contract work which

may be noted.

A) Loss of or damage to the Civil land Mechanical equipment’s

supplied/installed including the materials such as pipes, valves

specials etc. brought on site.

B) Loss of or damage to contractors equipment’s including his

vehicles.

C) Loss of or damage to property (except the works, Plant

Material land Equipment) in connection with the contractor and

D) Personal injury or death due to vehicles of the contractor

land/or due to any accident that may arise at or around the site to

the contractor personal or to the UMC staff or to any other person

not connected with UMC/contractor.

1. Policies and certificates for insurance shall be delivered by the

contractor to the Engineer for the Executive approval before the

date of actual starting of work. All such insurance shall provide for

compensation to be payable in the type of proportions of currencies

required to rectify the loss or damage incurred.

2. If the contractor does not produce any of the policies and

certificates required the Engineer may affect the insurance for

which the contractor should have produced the policies and

certificates and recover the premiums it has paid from payments

otherwise due to the contractor or if no payment is due, the

payment of the premiums shall be of debt due.

3. Alterations to the terms of an insurance shall not be made without

the approval of the Engineer.

49


4. The minimum insurance cover for loss and damages to physical,

injury and earth shall be 10% of the contract cost per

occurrence with number of occurrence as 4 (four). After each

occurrence the contractor shall pay additional premium

necessary so as to keep the insurance policy valid always till the

defect liability period is over.

5. No payment will be released to the contractor until the

insurance coverage with the Govt. insurance fund, Maharashtra

State is provided and unless the proof of insurance coverage is

produced by the Contractor to the Engineer-in-charge.




50


SCHEDULE ‘A’

51







NOTE FOR BILL OF QUANTITIES

All the work shall be carried out as per standard specifications section published by

P.W. and H. Dept. (Red Book) and as per detailed specifications attached and also as

per directed by Engineer-in-charge.

The contractor shall see that figures in column for quantity rate and amount are shown

in schedule “B”. The contractor has to quote his offer at percentage offer shall be

written in figure as well as in words and the contractor will have to sign below the

same.




52







MATERIAL SCHEDULE -A

Statement showing materials to be supplied to the contractor and approximate

quantities and rates that are to be charged for the contractor and place of delivery.




Sr. No. Particulars Quantity Rate Unit Place of Delivery

--------------

NIL

-------

------

53


SCHEDULE ‘B’

55

Contr

acto

r N

o.

of

corr

ecti

ons

Exec

uti

ve

Engin

eer

ULHASNAGAR M

UNIC

IPAL CORPORATIO

N

W

AT

ER

SU

PP

LY

DE

PA

RT

ME

NT

NAME O

F W

ORK :- Providing , Lowering, Laying &

Jointing D. I. K

- 7 pipes from Forest Naka, Ambernath

to Radha Swami Satsang H

all Ulhasnagar - 3

SCHEDULE 'B'

I.

No.

Description of Item

Qty

Rate

Unit

Amount

In Figures

In W

ords

1

2

3

4

5

6

7

1

D.I. Pipes K

-7 G

rade

Pro

vid

ing D

.I K

-7 g

rade

pip

es w

ith i

nte

rnal

cem

ent

mort

ar l

inin

g

incl

udin

g a

ll t

axes

, in

sura

nce

, ra

ilw

ay f

reig

ht,

unlo

adin

g f

rom

rai

lway

wag

on, lo

adin

g i

nto

tru

ck, tr

ansp

ort

to d

epar

tmen

tal

store

s /

site

, unlo

adin

g, st

ackin

g,

etc.

co

mp

lete

600

mm

dia

4

800.0

0

729

5.6

0

Rs.

Sev

en T

hou

sand

Tw

o

Hundre

d N

inet

y F

ive

&

Pai

se S

ixty

only

Rm

t 3

50188

80.0

0

2

M.S. SPECIA

LS

Pro

vid

ing

and

supply

ing

ISI

stan

dar

d

MS

sp

ecia

ls

of

requir

ed

thic

knes

s w

ith

thre

e co

ats

of

app

roved

mak

e ep

oxy p

aint

(shal

imar

, ci

ba

or

mah

indra

an

d

mah

ind

ra

mak

e)

fro

m

insi

de

and

o

uts

ide

incl

udin

g

all

taxes

(c

entr

al

and

loca

l),

oct

roi,

in

spec

tion

char

ges

,

tran

spo

rtat

ion t

o s

tore

s/ s

ite

and

sta

ckin

g, et

c. c

om

ple

te.

56

Contr

acto

r N

o.

of

corr

ecti

ons

Exec

uti

ve

Engin

eer

I.

No.

Description of Item

Qty

Rate

Unit

Amount

In Figures

In W

ords

1

2

3

4

5

6

7

D

oub

le f

lan

ged

/ P

lain

Ended

spec

ials

of

all

dia

met

ers

11

6750

.0 0

74.9

8

Rs.

Sev

enty

Four

& P

aise

Nin

ety E

ight

only

K

g

8753

915.0

0

3

D.I. SPECIA

LS

Pro

vid

ing a

nd s

upp

lyin

g I

SI

stan

dar

d D

I s

pec

ials

and f

itti

ngs

wit

h

seal

ing r

ubber

gas

ket

of

S B

R w

ith c

ast

iron f

oll

ow

er g

land

and M

S

nuts

and b

olt

s co

ated

or

oth

erw

ise

pro

tect

ed f

rom

rust

ing a

nd s

uit

able

for

D

I pip

es

incl

ud

ing

cost

of

all

labo

ur

and

mat

eria

l an

d

tran

spo

rtat

ion t

o s

tore

s /s

ite,

load

ing u

nlo

adin

g i

ncl

udin

g a

ll t

axes

,

etc.

co

mple

te a

s per

IS

952

3.

D

.I. P

IPE

S f

or

all

types

of

spec

ials

ben

ds,

tee

s et

c.

350

mm

and a

bove

dia

46

700.0

0

13

5.2

0

Rs.

One

Hu

ndre

d T

hir

ty

Fiv

e &

Pai

se T

wen

ty O

nly

K

g

6313

840.0

0

4

PIPE APPURTANANCES

Pro

vid

ing,

C.I

.D/.

F.

Slu

ice

val

ves

w

ith

join

ting

to

pip

e w

ork

(

incl

udin

g a

ll h

ardw

are

& p

ackin

g )

wat

er w

ork

s qu

alit

y h

avin

g n

on

risi

ng

spin

dle

w

ith

han

d

whee

l an

d

wit

hout

byep

ass

arra

ngem

ent

,sp

indle

of

stai

nle

ss

stee

l as

per

re

qu

irem

ent

excl

udin

g

C.C

.

foun

dat

ion /

str

uct

ura

l su

pp

ort

. 1

) U

pto

300 m

m d

ia.

confi

rmin

g t

o

IS-7

80. 2)

above

300 m

m d

ia .

con

firm

ing t

o I

S-2

906.

I) Sluice Valves & Scour Valve (PN-1)

A) Without Byepass Arrangem

ent

100

mm

dia

40.0

0

708

4.4

8

Rs.

Sev

en T

hou

sand

Eig

hty

four

& P

aise

Fort

y E

ight

Only

No.

283

379.2

0

57

Contr

acto

r N

o.

of

corr

ecti

ons

Exec

uti

ve

Engin

eer

I.

No.

Description of Item

Qty

Rate

Unit

Amount

In Figures

In W

ords

300

mm

dia

. 3.0

0

3920

2.8

0

Rs.

Thir

ty N

ine

Th

ousa

nd

Tw

o H

un

dre

d T

hir

ty F

ive

&

Pai

se T

wen

ty O

nly

No.

117

608.4

0

350

mm

dia

. 3.0

0

5561

6.0

8

Rs.

Fif

ty F

ive

Th

ousa

nd S

ix

Hundre

d

Six

teen

& P

aise

Tw

enty

On

ly

No.

166

848.2

4

B) With Byepass Arrangem

ent

400

mm

dia

. 2.0

0

8033

7.9

2

Rs.

Eig

hty

Thousa

nd T

hre

e

Hundre

d

Thir

ty T

hre

e &

Pai

se N

inet

y T

wo O

nly

No.

160

675.8

4

450

mm

dia

. 3.0

0

9700

6.0

0

Rs

Nin

ety S

even

Thou

sand

S

ix O

nly

N

o.

291

018.0

0

600

mm

dia

. 4.0

0

18116

5.9

2

Rs.

One

Lak

h E

ighty

On

e

Tho

usa

nd O

ne

Hun

dre

d

Six

ty F

ive

& P

aise

Nin

ety

Tw

o O

nly

No.

724

663.6

8

5

KIN

ETIC

AIR

VALVE

Pro

vid

ing &

fix

ing i

n p

osi

tion &

join

tin

g h

igh p

erfo

rman

ce C

. I.

Air

val

ves

for

wat

er c

om

bin

atio

n t

ype

(Kin

etic

Air

Val

ve

along w

ith

auto

mat

ic a

ir v

alves

) d

ouble

bal

l, d

ou

ble

ori

fice

wit

h s

tain

less

ste

el

bal

l, t

amper

pro

of

air

ven

ts, ro

llin

g s

teel

mec

han

ism

for

air

rele

ase

and a

nti

vac

uum

appli

cati

on

des

ign

ed f

or

16 k

g/

cm2 w

ork

ing

pre

ssure

& t

este

d f

or

20 K

g /

cm

2 p

ress

ure

( R

ate

to i

ncl

ude

cost

of

gas

ket

s, n

ut

bolt

s &

an

y o

ther

mat

eria

l re

qu

ired

for

join

ting &

its

tran

spo

rtat

ion e

tc.

incl

udin

g a

ll t

axes

& d

uti

es,

oct

roi,

etc

. co

mp

lete

.

100

mm

dia

C

.I. A

RV

FL

FF

PN

16

40.0

0

2334

8.6

0

Rs.

Tw

enty

Th

ree

Th

ousa

nd

Thre

e H

undre

d F

ort

y E

ight

& P

aise

six

ty O

nly

No.

933

944.0

0

58

Contr

acto

r N

o.

of

corr

ecti

ons

Exec

uti

ve

Engin

eer

I.

No.

Description of Item

Qty

Rate

Unit

Amount

In Figures

In W

ords

6

C I M

ECHANIC

AL COLLARS

Supply

of

C I

mec

han

ical

com

pre

ssio

n c

oll

ars

coup

lin

g,

(popula

rly

kno

wn a

s Ji

ffy T

M c

oll

ar c

ou

pli

ng)

suit

able

for

C.

I. s

pu

n p

ipes

and

dim

ensi

onal

ly d

escr

ibed

in t

able

-13 o

f I

S -

1536

/ 200

1)

and D

. I.

Pip

es(a

s per

I S

832

9/

2000

) co

mple

te w

ith s

eali

ng r

ubber

gas

ket

of

SB

R (

dim

ensi

onal

ly d

escr

ibed

in I

S -

1282

0/

19

89)

wit

h f

oll

ow

er

gla

nd

and

M.

S.

nut

bolt

s.

The

whole

as

sem

bly

sh

ou

ld

be

mec

han

ical

ly a

nd h

ydra

uli

call

y t

este

d t

o t

he

pro

vis

ion a

s la

id d

ow

n i

n

I S

-

15

38/

1993 co

ated

or

oth

erw

ise

pro

tect

ed fr

om

ru

stin

g an

d

suit

able

fo

r C

. I.

pip

es.

300

mm

dia

. 6.0

0

368

2.6

4

Rs.

Thre

e T

hou

sand S

ix

Hundre

d E

igh

ty T

wo &

Pai

se S

ixty

Four

Only

No

22

095.8

4

350

mm

dia

. 6.0

0

453

8.5

6

Rs.

Four

Thou

sand

Fiv

e

Hundre

d T

hir

ty E

ight

&

Pai

se F

ifty

Six

Only

No

27

231.3

6

400

mm

dia

. 6.0

0

706

3.6

8

Rs.

Sev

en T

hou

sand

Six

ty

Thre

e &

Pai

se S

ixty

Eig

ht

Only

No

42

382.0

8

450

mm

dia

. 6.0

0

793

1.0

4

Rs.

Sev

en T

hou

sand

Nin

e

Hundre

d T

hir

ty O

ne&

Pai

se

Four

Only

No

47

586.2

4

600

mm

dia

. 80.0

0

1352

0.0

0

Rs.

Thir

teen

Thousa

nd F

ive

Hundre

d T

wen

ty O

nly

N

o

10816

00.0

0

7

EXCAVATIO

N

Ex

cavat

ion f

or

fou

ndat

ion /

Pip

e tr

ench

es i

n e

arth

, so

ils

of

all

types

,

san

d,

gra

vel

and s

oft

muru

m,

har

d m

uru

m,

soft

rock

& o

ld c

emen

t &

lim

e m

ason

ry f

oundat

ion,

asp

hal

t ro

ad,

har

d r

ock

an

d c

oncr

ete

road

by c

his

elli

ng, w

edgin

g, li

ne

dri

llin

g b

y m

ech

anic

al m

ean

s or

by a

ll

59

Contr

acto

r N

o.

of

corr

ecti

ons

Exec

uti

ve

Engin

eer

I.

No.

Description of Item

Qty

Rate

Unit

Amount

In Figures

In W

ords

mea

ns

oth

er t

han

bla

stin

g i

ncl

udin

g t

rim

min

g &

lev

elli

ng t

he

bed

,

incl

udin

g re

mo

vin

g th

e ex

caca

ted m

ater

ial

up

to a

dis

tan

ce of

50

met

res

and

lif

ts a

s b

elow

, st

ack

ing a

nd s

pre

adin

g a

s dir

ecte

d,

no

rmal

dew

ater

ing,

pre

par

ing

the

bed

fo

r fo

undat

ion

and

excl

udin

g

bac

kfi

llin

g, et

c. c

om

ple

te.

L

ift

0 t

o 1

.5 m

3

460.0

0

14

7.4

0

Rs.

One

Hundre

d F

ort

y

Sev

en &

Pai

se F

ort

y O

nly

C

um

510

004.0

0

L

ift

1.5

0 m

to 3

.00 m

290.0

0

16

1.7

0

Rs.

One

Hundre

d S

ixty

On

e

& P

aise

Sev

enty

O

nly

C

um

46

893.0

0

8

EXCAVATIO

N

Exca

vat

ion f

or

foundat

ion/p

ipe

tren

ches

in so

ft r

ock

and o

ld

cem

ent

and li

me

mas

onry

fo

undat

ion as

phal

t ro

ad in

cludin

g

rem

ovin

g

the

exca

vat

ed

mat

eria

l upto

a

dis

tance

of

50

M

bey

ond

area

and

lift

s as

bel

ow

, st

ackin

g

as

dir

ect

ed

by

Engin

eer-

in-c

har

ge,

norm

al d

ewat

eri

ng,

pre

pari

ng t

he

bed

for

foundat

ion a

nd e

xclu

din

g b

ack f

illi

ng e

tc. co

mple

te

L

ift

0 t

o 1

.5 m

2

590.0

0

48

7.3

0

Rs.

Four

Hun

dre

d E

ighty

Sev

en &

Pai

se T

hir

ty O

nly

C

um

12621

07.0

0

L

ift

1.5

0 m

to 3

.00 m

580.0

0

50

9.3

0

Rs.

Fiv

e H

und

red

Nin

e &

Pai

se T

hir

ty O

nly

C

um

295

394.0

0

9

EXCAVATIO

N

Exca

vat

ion

for

foundat

ion/p

ipe

trench

es

in

hard

ro

ck

and

concr

ete

ro

ad

by

chis

elin

g,

wed

gin

g,

line

dri

llin

g,

by

mec

han

ical

mea

ns

or

by a

ll m

eans

oth

er t

han

bla

stin

g i

nclu

din

g

trim

min

g a

nd l

eveli

ng t

he

bed

, re

movin

g t

he

exca

vat

ed m

ate

rial

up t

o a

dis

tance

of

50 m

bey

ond t

he a

rea

and l

ifts

as

bel

ow

,

stac

kin

g a

s dir

ecte

d b

y E

ngin

eer-

in-c

har

ge,

norm

al d

ewat

eri

ng,

excl

udin

g b

ack f

illi

ng e

tc. co

mple

te b

y a

ll m

eans.

L

ift

0 t

o 1

.5 m

2

590.0

0

89

6.5

0

Rs.

Eig

ht

Hundre

d N

inet

y

Six

& P

aise

Fif

ty O

nly

C

um

23219

35.0

0

60

Contr

acto

r N

o.

of

corr

ecti

ons

Exec

uti

ve

Engin

eer

I.

No.

Description of Item

Qty

Rate

Unit

Amount

In Figures

In W

ords

L

ift

1.5

0 m

to 3

.00 m

580.0

0

91

8.5

0

Rs.

Nin

e H

und

red

Eig

hte

en

& P

aise

Fif

ty O

nly

C

um

532

730.0

0

10

MURUM BEDDIN

G

Fil

ling i

n p

linth

an

d f

loors

muru

m b

eddin

g i

n t

ren

ches

wit

h ap

pro

ved

exca

vat

ed

mat

eria

l fo

undat

ion

in

15

cm

20

cm

layer

s in

cludin

g

wat

erin

g a

nd c

om

pac

tion e

tc.

com

ple

te.

690.0

0

66.0

0

Rs.

Six

ty S

ix O

nly

C

um

45

540.0

0

11

MURUM BEDDIN

G (BROUGHT FROM O

UTSID

E)

Fil

ling in

p

linth

an

d fl

oors

/t

ren

ches

w

ith co

ntr

acto

r's

mu

rum

fo

r

bed

din

g i

n 1

5 c

m t

o 2

0 c

m l

ayer

s in

clu

din

g w

ater

ing a

nd

com

pac

tion

& r

oyal

ty c

har

ges

, et

c. c

om

ple

te.

170.0

0

70

5.1

0

Rs

sev

en H

un

dre

d F

ive

&

Pai

se T

en O

nly

C

um

119

867.0

0

12

LOWERIN

G LAYIN

G AND JOIN

TIN

G D.I. PIPES

Lo

wer

ing l

ayin

g a

nd j

oin

ting w

ith S

BR

rubb

er g

ask

ets

C.

I. S

/S p

ipes

of

var

iou

s cl

asse

s w

ith

C.

I. /

M.

S.

spec

ials

of

foll

ow

ing d

iam

eter

s in

pro

per

posi

tion

, gra

de

and

ali

gnm

ent

as d

irec

ted b

y E

ngin

eer

- in

-ch

arge

incl

udin

g c

on

vey

ance

of

mat

eria

ls f

rom

sto

res

to s

ite

of

work

,

incl

udin

g c

ost

of

join

ting m

ater

ials

and r

ub

ber

rin

gs,

lab

ou

r, g

ivin

g

hyd

rau

lic

test

ing, et

c. c

om

ple

te.

600

mm

dia

4

800.0

0

41

0.3

0

Rs.

Four

Hun

dre

d T

en &

Pai

se T

hir

ty O

nly

R

MT

19694

40.0

0

13

LOWERIN

G LAYIN

G AND JOIN

TIN

G M

. S. SPECIA

LS

Lo

wer

ing ,

layin

g i

n p

osi

tion t

o c

orr

ect

lin

e an

d l

evel

M.S

. S

pec

ials

wit

h /

wit

hout

any o

ut

coat

ing s

uch

as

dis

tan

ce p

iece

s st

rap

s ,

ben

ds,

taper

s,

on

ped

esta

l or

chai

r u

pon

form

atio

n.

The

rate

to

in

clu

de

load

ing,

unlo

adin

g,

hois

ting,

mar

gin

al

cutt

ing

wher

ever

re

quir

ed,

asse

mb

ling an

d ta

ck w

eld

ing an

d tr

ansp

ort

atio

n up to

500

m

et

c.

com

ple

te.

61

Contr

acto

r N

o.

of

corr

ecti

ons

Exec

uti

ve

Engin

eer

I.

No.

Description of Item

Qty

Rate

Unit

Amount

In Figures

In W

ords

5 m

m t

o 8

mm

th

ick

500

mm

up t

o 7

50m

m

1120.0

0

70

2.9

0

Rs.

Sev

en H

un

dre

d T

wo &

Pai

se N

inet

y O

nly

R

MT

787

248.0

0

14

LOWERIN

G &

LAYIN

G SLUIC

E VALVES

Lo

wer

ing,

layin

g a

nd j

oin

tin

g i

n p

osi

tion f

oll

ow

ing C

. I.

D/F

Ref

lux

val

ves

, B

utt

erfl

y v

alves

an

d S

luic

e val

ves

incl

udin

g c

ost

of

all

labou

r,

join

ting m

ater

ial,

incl

ud

ing n

ut

bolt

s an

d g

ivin

g s

atis

fact

ory

hydra

uli

c

test

ing, et

c. c

om

ple

te.

I) Sluice Valves & Scour Valve (PN-1)

A) Without Bye pass Arrangem

ent

100

mm

dia

40.0

0

206

9.1

0

Rs

Tw

o T

housa

nd S

ixty

Nin

e &

Pai

se T

en O

nly

N

o.

82

764.0

0

300

mm

dia

. 3.0

0

457

3.8

0

Rs

Fo

ur

Tho

usa

nd F

ive

Hundre

d S

even

ty T

hre

e &

Pai

se E

ighty

Only

No.

13

721.4

0

350

mm

dia

. 3.0

0

563

6.4

0

Rs

Fiv

e T

hou

sand

Six

Hundre

d T

hir

ty S

ix &

Pai

se

Fort

y O

nly

No.

16

909.2

0

B) With Byepass Arrangem

ent

400

mm

dia

. 2.0

0

680

0.2

0

Rs

Six

Thou

sand

Eig

ht

Hundre

d &

Pai

se T

wen

ty

Only

N

o.

13

600.4

0

450

mm

dia

. 3.0

0

808

9.4

0

Rs.

Eig

ht

Th

ousa

nd E

ighty

Nin

e &

Pai

se F

ort

y O

nly

N

o.

24

268.2

0

600

mm

dia

. 4.0

0

889

1.3

0

Rs.

Eig

ht

Th

ousa

nd E

ight

Hundre

d N

inet

y O

ne

&

Pai

se T

hir

ty O

nly

N

o.

35

565.2

0

62

Contr

acto

r N

o.

of

corr

ecti

ons

Exec

uti

ve

Engin

eer

I.

No.

Description of Item

Qty

Rate

Unit

Amount

In Figures

In W

ords

15

PROVID

ING AND LAYIN

G P. C. C.

Pro

vid

ing

and

layin

g

in

situ

,f

oll

ow

ing

gra

des

o

f

C.

C.

of

trap

gra

nit

e/ q

uar

tize

/ gnei

ss m

etal

for

found

atio

n a

nd b

eddin

g i

ncl

udin

g

dew

ater

ing,

form

w

ork

, co

map

acti

ng

and

curi

ng,

fin

ishin

g,

etc.

com

ple

te.

C

. C

. M

- 1

5 g

rad

e 933.0

0

495

5.5

0

Rs.

Four

Thou

sand

Nin

e

Hundre

d F

ifty

Fiv

e &

Pai

se

Fif

ty O

nly

Cum

4623

481.5

0

16

PROVID

ING REIN

C.CEMENT CONCRETE

Pro

vid

ing a

nd c

asti

ng i

n s

itu C

. C

. of

trap

/ gra

nit

e/ g

nei

ss m

etal

of

appro

ved

qual

ity

for

R.

C.

C.

work

s as

per

det

aile

d

dra

win

gs

&

des

igns

or

as d

irec

ted

by E

ngin

eer

- in

- c

har

ge

incl

udin

g n

orm

al

dew

ater

ing,

cente

ring,

form

work

, co

mp

acti

on,

finis

hin

g t

he

form

ed

surf

ace

wit

h C

. M

. 1:3

of

suff

icie

nt

min

imum

thic

kn

ess

if s

pec

ial

finis

h i

s to

be

pro

vid

ed &

curi

ng, et

c. c

om

ple

te (

By w

eigh b

atch

ing &

m

ix d

esig

n f

or

M -

250

& M

- 3

00 o

nly

. U

se o

f L

& T

, S

EC

, A

mb

uja

,

Bir

la,

Man

ikgad

h,

Raj

ash

ree,

et

c.

cem

ent

is

per

mit

ted

(excl

ud

ing

Mil

d S

teel

or

Tor

stee

l re

info

rcem

ent)

R

. C

. C

. M

- 2

0 g

rad

e 666.0

0

608

6.3

0

Rs

Six

Thou

sand

Eig

hty

Six

& P

aise

Thir

ty O

nly

C

um

40534

75.8

0

17

PROVID

ING REIN

FORCEMENT

Pro

vid

ing a

nd f

ixin

g i

n p

osi

tion

ste

el b

ar r

einfo

rcem

ent

of

var

iou

s

dia

. fo

r R

C

C

pil

es,

caps,

fo

oti

ngs,

fo

undat

ions,

sl

abs,

bea

ms,

colu

mns,

ca

no

pie

s,

stai

rcas

es,

new

els,

ch

haj

jas,

li

nte

ls,

par

die

s,

copin

g,

fins,

ar

ches

, et

c.

as

per

det

aile

d

des

igns,

dra

win

gs

and

sch

edu

les;

incl

ud

ing c

utt

ing,

ben

din

g,

ho

okin

g t

he

bar

s, b

ind

ing w

ith

wir

es

or

tack

w

eldin

g

and

supp

ort

ing

as

requir

ed,

etc.

co

mple

te.

(in

cludin

g c

ost

of

bin

din

g w

ire)

31.0

0

6468

6.6

0

Rs.

Six

ty F

our

Thou

sand

Six

Hundre

d E

igh

ty S

ix &

Pai

se

Six

ty O

nly

M

T

20052

84.6

0

63

Contr

acto

r N

o.

of

corr

ecti

ons

Exec

uti

ve

Engin

eer

I.

No.

Description of Item

Qty

Rate

Unit

Amount

In Figures

In W

ords

18

R. C .C. VALVE CHAMBER

Pro

vid

ing a

nd c

onst

ruct

ing R

. C

. C

. val

ve

cham

ber

in

cludin

g

exca

vat

ion, P

. C

. C

., b

eddin

g 1

0 c

m t

hic

k i

n 1

:2:4

pro

po

rtio

n, R

. C

.

C. w

alls

20 c

m t

hic

k i

n M

- 2

0 p

roport

ion, in

cludin

g s

teel

bar

rein

forc

emen

t, s

truct

ura

l st

eel

for

fram

e &

co

ver

wit

h l

ock

ing

arra

ngem

ent

etc.

co

mp

lete

as

dir

ecte

d b

y E

ngin

eer

- in

- C

har

ge.

S

ize

0.9

0 m

x 0

.90

m i

nte

rnal

siz

e an

d d

epth

up t

o 2

.00 m

6.0

0

4429

6.0

0

Rs.

Fort

y F

our

Thousa

nd

Tw

o H

un

dre

d N

inet

y S

ix

Only

No.

265

776.0

0

S

ize

1.5

0 m

x 1

.50

m i

nte

rnal

siz

e an

d d

epth

up t

o 2

.00 m

15.0

0

7150

0.0

0

Rs.

Sev

enty

On

e T

ho

usa

nd

Fiv

e H

undre

d O

nly

N

o.

10725

00.0

0

19

REFIL

LIN

G IN TRENCHES (BACKFIL

LIN

G)

Ref

illi

ng

the

tren

ches

w

ith

avai

lab

le

exca

vat

ed

stu

ff

wit

h

soft

mat

eria

l fi

rst

over

pip

elin

e an

d t

hen

har

d m

ater

ial

in 1

5 c

m l

ayer

s w

ith

all

lead

s an

d

lift

s in

clud

ing

con

soli

dat

ion,

surc

har

gin

g,

etc.

com

ple

te.

6435.0

0

66.0

0

Rs.

Six

ty S

ix O

nly

C

um

424

710.0

0

20

DISPOSAL

D

ispo

sal

of

surp

lus

exca

vat

ed s

tuff

ou

tsid

e th

e ra

diu

s o

f U

M C

lim

it

wit

hin

3 k

m

E

xca

vat

ed R

ock

3

820.0

0

38

2.4

2

Rs.

Thre

e H

und

red

Eig

hty

Tw

o

& P

aise

Fort

y T

wo

Only

Cum

14608

44.4

0

21

DEWATERIN

G THE TRENCHES

Dew

ater

ing t

hE

ex

cavat

ed t

rench

es a

nd

pools

of

wat

er i

n t

he

buil

din

g

tren

ches

/ pip

e li

ne

tren

ches

, w

ell

work

s b

y u

sing p

um

ps

and o

ther

dev

ices

in

cludin

g d

isp

osi

ng o

ff w

ater

to s

afe

dis

atnce

as

dir

ecte

d b

y

En

gin

eer

- in

- c

har

ge

(incl

udin

g c

ost

of

mac

hin

ery, la

bour,

fuel

), e

tc.

com

ple

te.

4800.0

0

66.0

0

Rs.

Six

ty s

ix O

nly

316

800.0

0

64

Contr

acto

r N

o.

of

corr

ecti

ons

Exec

uti

ve

Engin

eer

I.

No.

Description of Item

Qty

Rate

Unit

Amount

In Figures

In W

ords

22

MAKIN

G CROSS CONNECTIO

N

Mak

ing

cross

co

nn

ecti

on

to

exis

tin

g

dis

trib

uti

on

mai

n

of

any

incl

udin

g

exca

vat

ion,

bre

akin

g

and

rem

ovin

g

exis

ting

pip

es,

low

erin

g,

layin

g

of

spec

ials

an

d

pip

es

in

thei

r p

osi

tion

, re

fill

ing,

closi

ng t

he

wat

er s

upply

in t

hat

are

a, d

ewat

erin

g a

nd r

esta

rtin

g t

he

wat

er s

upply

etc

. co

mp

lete

as

dir

ecte

d b

y E

ngin

eer

- in

-ch

arge

for

foll

ow

ing d

iam

eter

s of

exis

tin

g p

ipel

ine,

irr

espec

tive

of

dia

met

er o

f bra

nch

lin

e. (

The

num

ber

of

join

ts i

nvolv

ed w

ill

be

pai

d s

epar

atel

y

dep

endin

g u

pon

the

nat

ure

of

join

ts a

nd r

equ

ired

pip

es,

val

ves

and

spec

ials

wil

l be

suppli

ed f

ree

of

cost

at

sto

res)

.

350

mm

dia

. 3.0

0

423

0.6

0

Rs.

Four

Thou

sand

Tw

o

Hundre

d T

hir

ty &

Pai

se

Six

ty O

nly

No

12

691.8

0

400

mm

dia

. 2.0

0

523

1.6

0

Rs.

Fiv

e T

housa

nd T

wo

Hundre

d T

hir

ty O

ne

& P

aise

Six

ty O

nly

No

10

463.2

0

450

mm

dia

. 3.0

0

573

6.5

0

Rs.

Fiv

e T

housa

nd S

even

Hundre

d T

hir

ty S

ix &

Pai

se

Fif

ty O

nly

No

17

209.5

0

600

mm

dia

. 2.0

0

1343

6.5

0

Rs.

Thir

teen

Thousa

nd F

our

Hundre

d T

hir

ty S

ix &

Pai

se

Fif

ty O

nly

No

26

873.0

0

Total Rs

76354006.38

Say Rs. in Lakhs

Rs.

763.54

65


GENERAL CONDITIONS

66







GENERAL CONDITION OF CONTRACT

1. DEFINITIONS :

1.1 In the contract, the following terms shall be interpreted as

Indicated -

a) “The Contract” means the agreement entered into between the owner

and the contractor as recorded in the contract form signed by the parties,

includes all attachments and appendices there to and all documents

incorporated by references therein. Contract is the deed of contract

together with all its original accompaniments and those later

incorporated in it by internal consent.

b) “The Contract Price” means the price payable to the contractor under

the contract for the pull and proper performance of its contractual

obligations.

c) “The Goods” means all of the equipments, machinery and/or other

materials which the contractor is required to supply to the owner under

the contract.

d) “Services” means services ancillary to the contract such as

transportation and such as transportation and insurance and any other

incidental services, such as Provision of Technical staff and other such

obligation of the contractor covered under the contract.

b) The “Contractor” means successful tenderer that is the tenderer whose

tender has been accepted and who has been authorised to proceed with

the work.

c) “UMC” means Ulhasnagar Municipal Corporation, Ulhasnagar.

d) “Tender” means the proposal of the contractor submitted in prescribed

form setting forth the prices for the goods to be supplied and other

67


related services to be and setting forth his acceptance of the terms and

obligations of the conditions of contract and specifications.

e) “Contract Time” means period specified in the document for the entire

execution of contracted works and other services to be rendered

commencing from the date of notification of award including monsoon

period.

f) “Month” means location at which the contractor will have to execute the

contracted work.

g) “Site” means location at which the contractor will have to execute the

contracted work.

h) “The Engineer” Shall mean the Executive Engineer in charge of the

work.

2. SPECIFICATIONS :

The wording of items in Schedule-B shall be taken as guidelines for general

provision and coverage under the item. The detailed specification for relevant

items shall be as per detailed specifications enclosed and as per P.W.D. Hand

Book, Standard Specifications relevant and latest edition of I.S.S. The other

standard, wherever quoted, shall be applicable.

2. LINE OUT : All details and dimensions of existing structures, pipe line etc. shall be obtained

by the contractor before giving line out. The contractor shall himself carryout

the line out of works in the presence of the representative of the UMC and the

contractor shall be responsible for accuracy of it. He shall employ a qualified

Engineer for the purpose as well as for supervision of works.

Land available are just sufficient to accommodate the pipe line as such tenderer

has to consider these points at the time of layout. Any right of way, access

required from the private party, if any, shall have to be dealt by the contractor.

4. PROGRAMME AND PROGRESS SCHEDULE:

The contractor shall submit to the Engineer his item wise monthly programme,

which shall be nothing but detailing of the programme. The programme shall

also provided the information as to required time for approvals to drawings,

samples, materials, equipments and their time of submission to the UMC. The

progress shall be submitted by the contractor vis a vis programme every month.

The project team of the contractor shall be motivated to know the balance work

at the end of each week and the rate required in the balance period to complete

the work and therefore, shall endeavour to complete the task assigned for each

week timely. In case where the updated and revised schedule is required the

same shall be submitted to the owner for approval.

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5. INTENT AND INTERPRETATION OF CONTRACT DOCUMENTS :

5.1 The contract documents are complementary and what is called for by one is as

binding as if called for by all. Any work that may be reasonably inferred from

the drawings or specifications as being required to produce the intended result

shall be provide by the contractor whether or not it is specifically called for, in

schedule-B.

The contractor shall furnish and pay for all labour, supervision, materials,

equipments, transportation, construction, equipment and machinery tools,

appliances, water, fuel, power energy, light, heat, utilizes, telephone, storage,

protections, safely provisions, and all other facilities, services and acceptable

execution, testing initial operation and completion of the work in accordance

with the contract documents, ready for use and operation by the owner. The

cost of all these arrangements shall be deemed to be included in the contract

offer and no separate payment shall be admissible therefore.

5.2 INTERPRETATIONS :

Written clarification or interpretations necessary for the proper execution or

progress of the work, in the form of drawing or otherwise, will be issued with

reasonable promptness by the Engineer and in accordance with any schedule

agreed upon. Such clarifications or interpretations shall be consistent with or

reasonably inferable from the intent of the contractor documents and shall

become a part thereof. Where, there is a discrepancy between the drawings and

the specification, the contractor shall obtain the Engineer” Interpretation which

shall be binding on the contractor.

5.3 DRAWING :

Figured dimension of drawings shall govern over scaled dimension and

detailed shall govern over general drawings.

5.3.1 SIGNED DRAWINGS :

Signed drawings alone shall not be deemed to be in order for work unless it is

entered in the agreement or schedule for drawing under proper attestation of the

contractor and the Engineer or unless it has been sent to the contractor by the

Engineer with a covering letter confirming that the drawing is and authority for

work in the contract.

5.3.2 TECHNICAL WORDS :

Work, materials or equipment described in works which so applied have a well

known trade or technical meaning shall be deemed to refer to such recognized

meanings.

6.0 LINE OUT OF THE WORK :

6.1 SURVEYS AND MEASUREMENTS - The contractor shall carefully preserve all surveys as also setting out stakes,

reference points, bench marks and monuments. Should any stakes, points or

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benches be removed or destroyed by any act of the contractor or his employees,

they may be reset at the contractor expense. Any expense incurred in replacing

permanent monuments which the contractor may have failed to preserve shall

be borne by the contractor unless the removal of the monuments is required by

the contract documents. The contractor shall supply without charges the

requisite number of person with the means and materials necessary for the

purpose of working survey, setting out works, and counting, weighing and

assisting in the measurement or examination at any time and from time to time

of the work or materials.

6.2 CONTRACOR’S VERIFIACATION :

The contractor will established at the work site a substantial B.M. and connect

it to a permanent B.M. available in the area with known value. The contractor

will then carry out necessary surveys and levelling, covering his work, in

verification of the survey data on the working drawings furnished by the

Engineer and he will be responsible for establishing the correct lines and levels

and verification of the lines and level furnished on the working drawings. If

any error has erupted in the work due to non observance of this clause, the

contractor will be responsible for the error and bear the cost of corrective work.

6.3 SITE OFFICE

The contractor shall construct a semi permanent nature site office with

minimum one table, one cupboard, six numbers of chairs and other facilities.

The use of the site offices will be done by the departmental staff during their

visits to site Minimum area shall be 10 Sq. Metre for each office.

7.0 SECURITY DEPOSIT AND INDEMNITY BOND

7.1 SECURITY DEPOSIT: The Security Deposit shall be returned to the contractor without any interest

when the contractor ceases to be under any obligation under the contract. This

shall be read with Clause No. 20 of B-1 Form Defect Liability Clause.

7.2 LOSS OR DAMAGE INDENITY BOND :

The Contractor shall be responsible during the progress as well as

maintenances for any liability imposed by law for any damage to the work or

any part there of or to any of the materials or other things used in performing

the work or for injury to any person or persons or any property damaged in or

outside the work limit. The Contractor shall indemnify and hold the owner and

the Engineer, harmless against any and all liability, claims, loss or injury,

including costs, expenses, and attorney’s fees incurred in the defence of same,

arising from any allegations whether groundless or not, of damage or injury to

any person or property resulting from the performance of the work or from any

material used in the work or from any condition of the work or work site, or

from any cause whatsoever during the progress and maintenance of the work.

8.0 SUPERVISION AND SUPERINTENDENCE

8.1 CONTRACTOR’S SUPERVISION:

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The Contractor shall supervise and direct the works efficiently and with his

best skill and attention. He shall be solely responsible for means, methods,

techniques, procedure and sequences of construction. The contractor shall co-

ordinate all parts of the work and shall be responsible to see that the finished

work complies fully with the contract documents, and such instructions and

variation orders as the Engineer may issue during the progress of the works.

8.2 AGENT :

The Contractor shall keep on the work at all times during its progress a

competent resident agent satisfactory to the owner, who shall not be replaced

without ten (10) days written notice to the Engineer except under extra-

ordinary circumstances. The agent shall be the contractor’s representative at the

site and shall have authority to act on behalf of the contractor. All

communications, instructions and directions given to the agent shall be binding

as if given to the contractor by the Engineer not otherwise required to be in

writing will be given or confirmed in writing upon request of the contractor.

9.0 CARE AND USE OF SITE: The Contractor shall not commence operations on land allotted for work except

without prior of the Engineer. If these lands are not adequate the Contractor

may have to make his own arrangements for additional lands required for his

use.

The Contractor shall not demolish, remove or alter any of the structures trees or

other facilities on the site without prior approval of the Engineer. All the area

of Contractor’s operations shall be cleared before returning them to the

Engineer.

No part of the work or new and existing structures, scaffolding, shoring,

sheeting, constructions, machinery and equipment or other permanent and

temporary facilities shall be loaded major than its capacity. The contractor shall

bear the cost of correcting damage caused by loading of abnormal stresses or

pressures.

10. MANUFACTRE’S INSTRUCTIONS:

The Contractor shall compare the requirements of the various manufacture’s

instruction with requirements of the contract documents. Shall promptly notify

to the Engineer in writing of any difference between such requirements and

shall not process with any of the works affected by such difference shall until

an interpretation or clarification is issued pursuant to article.

The contractor shall bear all costs for any error in the work resulting from his

failure to the various requirements and notify the owner of any such difference.

11. PROTECTION: The contractor shall take all precautions and furnish and maintain protection to

prevent damage, injury or loss other persons who may be affected there by, all

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the works and all materials and equipment to be incorporated therein whether

in storage on or off the site, under the care, custody or control of the contractor

or any of his sub-contractors and other improvements and property at the site or

where work is to be performed including building, trees and plants, pole lines,

fences, guard, rails, guide posts. Culvert and project, markers sign, structure,

conduits, pipelines and improvements within or adjacent to streets, right of

way, or easements, except those items required to be removed by the contractor

in the contract documents. The contractor’s protection shall include all the

safety precautions and other necessary forms of protection, and the notification

of the owners of utilities and adjacent property.

The contractor shall protect adjoining site against structural, decorative and

other damages that could be caused by the execution of works and make good

at his cost any such damages.

12. UTILITIES AND SUB-STRUCTURES:

Before commencing any excavations, the contractor shall investigate,

determine the actual locations, and protect the indicated utilizes and structures,

shall determine the existence, position and ownership of other utilities and

substructures in the site or before the work is performed by communication

with such property owners, search of records, or otherwise and shall protect all

such utilities and substructures.

Except for those improvements and facilities require to be permanently

removed by the contractor, the contractor shall make satisfactory and

acceptable arrangements with the appropriate owners, and acceptable

arrangements with the appropriate owners and at his expense shall repair and

restore all improvements, structures, private and public roads, property, utilizes

and facilities disturbed, disconnected, or damaged as a result or consequence of

his work or the operations of those for whom he is responsible or liable,

including that caused by trespass of any of them, with or without his

knowledge or consent, or by the transporting of workmen, material or

equipment to or from the site.

13. WORKMEN:

The Contractor shall at all times enforce strict discipline and good order among

his employees and shall not employ on the works any unfit person or anyone

not skilled and experienced in he assigned task.

The Contractor shall in respect of labour employed by him comply with or

cause to be complied with the provisions of various labour law and rules and

regulation as applicable to them in regard to all matters provided therein and

shall indemnify the owner in respect of all claims that may be made against the

owner in respect of all claims that may be made against the owner for non

compliance thereof by the contractor.

In the event of the contractor committing a default or breach of any provisions

of labour laws and regulations the contractor shall without prejudice to any

other liability under the acts pay the owner a sum as decided by the Engineer.

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14.1 WORK DURING NIGHT OR ON SUNDAYS AND HOLIDAYS:

Unless otherwise provide, none of the permanent work shall be carried out

during night, Sunday or authorized holidays without permission in writing.

However, when work is unavoidable or necessary for the safety of life, priority

of works, the contractors shall take necessary action immediately and advice

the Engineer accordingly.

14.2 WOKMANSHIP:

The quality of workmanship produced by skilled knowledgeable and

experience workman, machines and artisans shall be excellent. Particular

attention shall be given to be strength appearance and finish of exposed work.

14.3 MATERIALS AND EQUIPMENT: All material and equipment incorporated in the work shall be new. Materials

and equipment not covered by detailed requirements in the contract documents

shall be of the best commercial quality suitable for the purpose intended and

approved by the owner prior to use in the work. The cement provided shall be

of 43 Grade.

15.1 OPTIONAL MATERIALS:

Only one brand, kind or make of material or equipment shall be use for each

specific purpose thou out the works, notwithstanding that similar material or

equipment of two or more manufactures or proprietary items may be specified

for the same purpose.

15.2 USE OF APPROVED SUBSTITUTIONS OR EQUALS :

The contractor shall bear all extra expenses resulting from providing or using

approved substitution or equals where they affect the adjoining or related work,

including the expenses of required engineering, redesigning, drafting and

permits where necessary, whether the Engineer’s approval is given after receipt

of tenders.

16. LAWS AND REGULATIONS:

a) Government Law:

The Contract document shall be governed by the laws and bylaws of

India, the State of Maharashtra and the local bodies in this region.

b) Resolving the disputes:

In case of disputes, between contractor and the field officers, regarding

this tender, the Commissioner, UMC shall be the sole arbitrator and no

external arbitrator shall be appointed.

17. PERMITS, FEES AND TAXES:

Unless otherwise provided in the contract documents, the contractor shall

secure and pay for all permits, Govt. fees and licenses necessary for the

execution and completion of the works. The contractor shall pay all duties,

including excise duty, Sales tax, local taxes, income tax, octroi and other taxes

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and any other taxes and any other levis required by law including sales taxes

properly assessed against his equipment or property used in connection with

the work and clearance certificate shall be shown to the Engineer. If the

Contractor is entitled for any refund of above taxes, necessary certificate

regarding the use of materials for UMC works will be issued by the Engineer –

in - charge, however, the UMC Authorities will not take any responsibility of

refund of such taxes/ fees and in case of disputes between Authority refunding

and the contractor, the UMC and its officers shall be indemnified by the

Contractor. Any violation, in the legal provision of taxes, duties, permits and

fees, carried out by the contractor and detected subsequent shall be the sole

responsibility of the contractor and his legal heirs.

18. BURRIED AND CONCEALED WORK:

The contractor shall help in recording the precise location of all piping,

conduits, ducts, cables and like work that is buried, embedded in concrete or

masonry or concealed in wood or metal frame, walls and structures at the time

such work is installed and prior to concealment. Should the contractor cover

such work before such recording take place, he shall uncover the unrecorded

work to the extent required by the Engineer and shall satisfactorily restore and

restore and reconstruct the removed work with no change in the contract price

or the contract time.

19. WARNING AND BARRICADES: The contractor shall provide and maintain barricades, guards, guard rails,

temporary bridges and walk ways, watchmen, headlights and danger signals

illuminated from to sunrise and all other necessary appliances and safeguards

to protect the work, life property, the public, excavations, equipments and

materials. Barricades shall be of substantial constructions the contractor shall

be bound the bear the expenses of defence of every suit, action or other legal

proceedings, at law, that may be brought by any person for injury sustained

owing to negligence of the above precautions and to pay all damages and costs

which may be awarded in any such action or proceedings to any such person or

which may with the consent of the contractor be paid in comprising any claim

by any such person.

20. ENGINEER’S STATUS DURING CONSTRUCTION / AUTHORITY OF

THE ENGINEER:

The Engineer shall have the authority to enforce compliance with the contract

documents. On all questions relating to quantities, the acceptability of

materials, equipment, or works, the adequacy of the performance of the work

and the interpretation of the drawings and specifications, the decision of the

Engineer shall be final and binding and shall be precedent to any payment

under the contract agreement unless otherwise provided in the contract

documents. The Engineer shall have the authority to stop the work or any part

thereof as may be necessary to ensure the proper execution of the work,

disapprove or reject the work which is defective, to require the uncovering and

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inspection or testing of the works, to require re-examination of the works, to

issue interpretations and clarifications, to order changes or alterations in the

works and other authority as provided elsewhere in the contract document.

The Engineer shall not be liable for the results of any ruling, interpretation or

decision rendered, or request, demand, instruction, or order issued by him in

good faith. The Contractor shall promptly comply with requests, demands,

instructions and order from the Engineer.

The whole of the works shall be under the directions of the Engineer, whose

decision shall be final, conclusive and binding on all parties of the contract, on

all questions relating to the construction and meaning of plans, working

drawings, sections and specifications connected with the work. The Engineer

shall have the power and authority from time to time and at all times to make

an issue such further instructions and directions as may appear to him

necessary or proper for the guidance of the contractor and for good and

sufficient execution of the works according to the terms of specifications. The

contractor shall receive, execute, obey and be bound the same according to the

true intent and meaning thereof; fully and effectually, Engineer may order any

of the works contemplated thereby to be omitted, with or without the

substitution of any other works in lieu thereof, or may order any works or any

portion of works executed or partially executed, to be removed, changes or

altered and if needful, may order that other works shall be substituted instead

thereof and the difference of expenses occasioned by any such diminution or

alteration so ordered and directed shall be deducted from or added to the

amount of this contract.

In case the progress of the Contractor is found to be less than the programmed

given by him at any point of time and if the Engineer is convinced that the

balance work cannot be executed within the balance period of time by the

contractor, a notice of 30 days will be issued to improvement a further notice of

seven days will be given and thereafter a part of whole of the risk and cost of

the contractor. The right of Engineer in this respect shall be unquestionable in

any court of law. On expiry of the seven days notice, as above, the Contractor

shall remove his materials, men, equipments, plant and management from the

site, within seven days so that the new agency can take over immediately.

Failing to this, the Authority ill remove the aforesaid things at the cost of the

Contractor. This authority is in addition to the Clause 3 of the B-1 Form of the

Contractor.

21. DUTIES OF ENGINEER’S REPRESENTATIVE:

The duties of the representative of the Engineer are to check, inspect and

continuously supervise the work and to test any materials to be used or

workmanship employed in connection with the works. He shall furnish the

drawings and information to the contractor, approve the contractor’s drawings

subject to post-facto approval and signature of the Engineer-in-charge,

recommend and approve the interim certificates and taking over certificates

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after thorough checking and inspection and recommend extra work required

and extension of time.

Approval or acceptance of any work or material or failure to disapprove any

work or material by the representative of the Engineer shall not prejudice the

power of the Engineer thereafter to disapprove such work or material and to

order removal or modification thereof. If the contractor shall be dissatisfied

with any decision of the representative of the Engineer, he shall be entitled to

refer the matter to the Engineer, who shall thereupon confirm, reserve or vary

such decision only in genuine cases.

22. DEFECTS AND RECTIFICATION:

For period specified in the Clause 20 of the defect liability period for the

individuals type of work from the date of issuance of the completion certificate

in accordance with Para “Final inspection and Acceptance” Contractor shall

remain liable for any of the works or parts thereof or equipment and fittings

supplied which in the opinion of the Engineer fail to comply with the

requirements of the contract or are in any way unsatisfactory or defective (fair

wear and tear excepted). The process of the assembly commissioning of all

sections of pipe lines, tested hydraulically in patches, will involve some

additional measures such as shaft of suitable height, fixing of air valves at more

number of places on the alignment and all such measures shall be done by the

contractor at his cost. UMC wants the result of completion of pipelines,

included in the tender satisfactorily in time and no excuses or reasoning of the

failures. Hence, the Contractor shall be conversant with the site limitations and

restrictions of particular levels at the end and he should execute the work in

accordance with exact specification and requirements. To the intent that the

works and each part thereof shall at or as soon practicable after the expiry of

the above period be taken over by the Engineer in the condition required by the

contract to the satisfaction of the Engineer, the contractor shall finish the work

(if any) outstanding at the date of completion as soon as may be practicable

after such date and shall execute all such work of repair, amendment,

reconstruction, rectification and making good of defects, imperfections,

shrinkages or other faults as may during the period of maintenance or after it’s

expiry be required of the contractor in writing by the Engineer as result of an

inspection made by or on behalf of the Engineer prior to the expiry of the

period. All such work shall be carried out by the contractor at his own expenses

if the necessity thereof shall in the opinion of the Engineer be due to the use of

materials or to the neglect or failure on the part of the contractor to comply

with any obligation expressed or implied on the contractor’s part under the

contract. If the contractor fails to do any such work as entitled to carry out such

work in which the contractor should have carried out at the contractor fails to

do any such work as entitled to carry out, such work in which the contractor

should have carried out at the contractor the cost thereof or may deduct the

same from the moneys that become due to the contractor. Notwithstanding the

aforesaid, if the contractor remains in default, one calendar month after the

Engineer has given written instruction in writing, the Security Deposit shall

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become payable to the UMC who will deduct the cost plus overhead expenses

of such work as have been necessary to rectify the contractor shall submit the

operation and maintenance manual for the fruitful operation of the works. The

Contractor will have a liberty to visit the operating works during the defect

liability period and satisfy himself about the on-going operations in case he do

not visit and a defect is observed then the Engineer’s opinion shall be final and

binding as to the application of defect liability.

23. RIGHT TO WITHHELD:

The Engineer may refuse to approve any payment, or because of subsequently

discovered evidence or the results of subsequent inspections or tests, nullify

any such payment previously approved and paid to such extent as may be

necessary in the opinion of the Engineer to protect him from loss because (a)

The work is defective, (b) Third party claims have been filled filed or there is

reasonable evidence indicating probable filing of such claims, (c) of damage to

another Contractor, or to the property of other caused by the completed for the

unpaid balance of the contractor price , (f) of reasonable indication that the

work will not be completed within the contract time, (g) of the Contractor’s

neglect or unsatisfactory prosecution of the work including failure to clean up.

Once the provisions of law that enables or require the Engineer to withheld

such payments are removed, payment will be made for amounts withheld

because of them to the extent the contractor is entitled to payment.

24 FINAL INSPECTION AND ACCEPTANCE:

Upon written notice from the contractor, that the entire work required by the

contract documents is complete and that all submittals required by him are

made, and after the contractor has delivered the bonds, certificates of

inspection, guarantees, warranties, releases and other documents, as required

by the contract documents or by law, the Engineer will make a final inspection

in which this inspection reveals that the work is defective, and will also notify

the Contractor writing of any deficiencies in the submittals and the documents

required by him.

The contractor shall promptly make such corrections as are necessary to rectify

all defects or deficiencies. After the Contractor has completed any such

corrections to the satisfactions of the owner the Engineer will issue a written

completion certificate of the work and file any notice and completion required

by law or otherwise.

25. CONTINUING OBLIGATION OF THE CONTRACTOR:

The contractor’s obligation to perform and completed the work in accordance

with the contract documents is and shall be absolute. Neither the observation

during construction and final inspection of the work by the Engineer, not any

use or occupancy of the work or any part thereof by the Engineer, not any act

of acceptance by the defective work by the Engineer shall constitute acceptance

by the defective work by the Engineer shall constitute acceptance of work not

in the accordance with the contract documents.

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26. INCOME TAX:

During the course of contract period the deduction of income Tax will be made

at 2 % of the gross amount of each bill in excess of Rs. 5000/- or per the advice

of the Income Tax authority. Presently 8 % surcharge over the tax is being

levied, which constitutes the overall percentages as 2.24 %.

27. FORCE MAJEURE:

Neither party shall be liable to the other for any loss or damage occasioned by

or arising out of the acts of God and in particular unprecedented floods,

volcanic eruptions, earthquake or other conclusion of nature and other acts such

as, but not restricted to, invasion act of foreign countries, hostilities or warlike

operations before or after declaration of war, rebellion, military or usurped

power which prevent performance of the contract and which could not have

been foreseen or avoided by a present person, such as Earthquake of magnitude

more than for which the structures are designed.

28. RECORDS AND MEASUREMENTS:

The Engineer shall except or otherwise stated therein, determine by

measurement the value in accordance with the contract of works done in

accordance therewith.

All items having a financial value shall be entered in a measurement book, as

prescribed by the Engineer so that a complete record is obtained of all work

performed under the contract.

There shall be absolutely no doubt regarding the measurements and hence the

contractor shall first arrange the exact branding of the alignment length on site,

and mark distinctly. All hidden measurements shall be measured by steel tape,

on the exact section as marked previously and depth by the regular staff

generally at an average interval of 30 m or suitable interval decided by

Engineer – in - charge.

In case of difference of opinion in the measured quantity and the payable

quantity of any particular measurements, the contractor must know the

department practices developed as per the manuals and standard specifications.

Normally only excavation will not be measured. When the pipes and specials

are laid in position, then only the excavation and other items will be measured.

The Contract shall, without any extra charge, provide assistance with every

applicable and other thing necessary for measurements, such as levelling

instruments (Auto setting), tapes, staves, video cameras/ camera, paints,

brushes and required labour.

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Measurements shall be signed and dated by both the parties each day (for

taking measurement) on the site on completion of measurement. The contractor

shall take up still colour photographs and video graphs at intervals the

execution of works so that a history of development of the project is

maintained.

The dated photographs and video graphs, in three copies, shall be submitted to

the Engineer-in-charge every time. This generation of record shall provide the

used methodology of working and highlight the quality of material and

workmanship. The cost of the said work shall be borne by the Contractor. It

shall be the property of the UMC and shall not be used for camp advertising

without the permission of UMC.

29. WRITTEN NOTICE:

Written notice shall be deemed to have been duly served or delivered in person

to the individual or member of the firm or to an officer of the corporation for

whom it was intended, or of delivered at or sent by registered or certified mail

to the last business address known to him who gives the notice. The notice on

the Fax Message / E-mail shall be deemed to have been duly served the address

given in the contractor’s tender on whom all notices, letters and other

communications to the contractor shall be mailed or delivered, except that said

address may be changed by the Contractor by notifying the owner in writing.

This shall not preclude the service of any notice, letter of other communication

upon the Contractor personally.

30. USE OF COMPLETED PORTIONS:

The owner shall have the right, upon written notice to the Contractor, to take

possession or occupancy of and use any completed or partially completed

portions of the work, notwithstanding that the time for completing the entire

work or such portions may not have expired but such taking possession or

occupancy or a waiver or acceptance of any work not completed in accordance

with the contract documents.

31. CLEANING UP :

The contractor shall at all times during the work keep the site and premises,

adjoining property and public property free from accumulations of waste

materials, rubbish, and other debris resulting from the works, and at the

completion of the work shall remove all waste materials, rubbish and debris

from and about the site and premises as well as all tools, construction

equipment and machinery and surplus materials, and shall leave the site and

premises, clean tidy and ready for occupancy by the owner. The Contractor

Shall restore to their original condition those portion of the site not designated

for alteration by the contract documents. Paved ways, parking areas and

roadways disturbed by the construction shall be redone by filing the

excavation, if any, by sand compacted material and bringing it to its original

shape as directed and approved by the Engineer. No waste material shall be

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buried or disposed off on the owner’s property unless so approved in writing by

the Engineer-in-charge. Before the contractor applies for final inspection and

acceptance of the work, all items of work shall be completed, ready to operate,

and in a clean condition as determined by the Engineer.

32. OWNER’S RIGHT TO CLEAN UP: If the Contractor fails to satisfactorily clean up or if a dispute arises between

the Contractors or in several Contractors as to their responsibility or cleaning

up, the Engineer may clean up and charge the cost thereof to the Contractor for

this failure, or to the several contractors as the Engineer shall determine to be

just.

33. FOSSILS ETC.

All fossils, coins, articles of value of antiquity and structure or other remains or

things of geological archaeological interest discovered on the site shall be

deemed to be the property of the owner and the Contractor shall take

reasonable precautions to prevent his workmen or any other person from

removing or damaging any such article or thing and shall immediately upon

discovery thereof and before removal acquaint the Engineer of such discover

and carry out at the expenses of the Engineer’s order as to the disposal of the

same.

34. LABOUR RULES: If demanded by UMC Authorities, the contractor will have to produce to the

satisfaction of the accepting authority a valid and current license issued in his

favour under the provision of Contract Labour (Regulation and Abolition) Act

1970, before starting the work, otherwise the Contractor shall have to face the

further consequences.

The contractor shall have to comply with the Apprentices Act 1961, and rules

and orders issued there under from time to time. If he fails to do so, his failure

will be breach of contract and the Executive Engineer, may in his discretion,

cancel the contract, the Contractor shall also be liable, for any pecuniary

liability arising on account of any violation of the provisions of this act, by

him.

35. STATUTORY INCREASE IN DUTIES, TAXES ETC.:

All the taxes (except work contract tax) and duties levied by the State and

Central Govt. and by local Bodies shall be borne by the contractor and shall not

be reimbursed to him on any account.

36. INSPECTION, TESTING & FEES:

All materials and equipment required for the work under this contract

irrespective whether specified or not, shall be tested at manufacturer’s works

laboratory and the test certificate thereof shall be furnished. The test shall be

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witnessed by the Engineer – in – charge or the authorised representative of

UMC.

37. MACHINERY REQUIRED: All machinery required for erection / execution purpose such as cranes, trucks

etc. shall be arranges by the Contractor. Department shall not take any

responsibility for providing such machinery even on rental basis. No correcting

shall be permitted unless centring and reinforcement is approved by the

Engineer-in-charge.

38. DISCREPANCIES AND OMISSIONS:

The tender drawings and specifications shall be considered as explanatory of

each other and together shall form the technical requirements and stipulations

of tender documents. Detailed drawings shall have preference over small scale

drawings. Similarly, detailed specifications shall have preference over general

specifications. Should any specification or drawing on the contractor.

39. NO INTEREST ON DUES:

No interest shall be payable by the UMC on amounts. Due to contractors

pending final settlement of claim, further, no interest shall be payable by UMC

on any amount / payment.

40. STRATA:

Strata for excavation, are shown approximate and the Contractor shall have no

right to claim extra if there is various in the strata. The contractor will also have

no claim if extra excavation is required to be done due to boulders and the

Contractor will have to make such extra excavation.

41. CHANGE IN SITE:

No Claims shall be paid on account of reasonable change in site or orientation

as the circumstances may call for.

42. TOOLS AND PLANT

All tools instruments and machinery and all other materials (not included in the

Material Schedule “A”) shall be acquired by the Contractor at his cost. It is

however, open to lend or supply to the Contractor implements, machinery or

other service not covered by the tender document which he can be and may

consider desirable. For such tools, instruments, machinery and service

provided, the contractor will have to sign an agreement and pay Security

Deposit and rental charges as may be fixed by the Engineer.

43. EXCAVATED MATERIALS:

All excavated stuff shall be UMC’s property and shall be disposed off by the

Contractor in a manner as directed by the Engineer.

44. If there is any dispute between the contractor and the engineer-in-charge, the

contractor is not allowed to go for Arbitration and in such cases the decision of

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Commissioner, UMC will be final. Even if the Contractor files a suit the court,

the UMC may allot the work to the other agency to avoid delay in work.

45. REFILLING PAYMENT: Though the contractor is required to do refilling, before hydraulic testing to

avoid traffic hurdle, no payment for refilling of the trenches of pipeline shall be

payable till satisfactory hydraulic testing is given. Re-excavation required if

any, during testing shall be done by the contractor at his own cost.

46. EXTRA ITEMS :

It is binding on the contractor to carry out such extra works as will be occurred

when the same can be conveniently carried out by the contractor in the opinion

of the Engineer-in-charge as internal part of the main work in addition,

alteration or legitimate and reasonable extension.

Extra charges of claims in respect of extra works shall not be allowed unless

the work to which they relate are clearly without the spirit and meaning the

specifications or unless such works are ordered in writing by Executive

Engineer or his representative and claimed for in specified manner before the

work is taken in hand.




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NAME OF THE OWNER :

In all the contents mentioned anywhere in this tender the owner is

Ulhasnagar Municipal Corporation, Ulhasnagar and the competent authority of

the Ulhasnagar Municipal Corporation at appropriate level. The use of word

“UMC” anywhere in the contents, to mean the owner of work shall have by

similar and same meaning as in use Ulhasnagar Municipal Corporation

unless otherwise so required.

1. COMPENTENCY OF TENDER:

The work will be awarded only to the contractor who is considered to be

responsible bidder, capable of performing the class of work to be completed.

Before passing the final award any or all bidders may have to show that they

have the necessary experience facilities, abilities, manpower and financial

resources to execute the work in satisfactory manner and also within the

stipulated time. The bidder may also be required to furnish to the UMC a

statement in respect of their experience and financial resources.

2. PAYMENTS:

The tenderers must understand clearly that the rates quoted are for completed

work and include all cost due to labour, all leads and lifts involved and if

further necessitated, scaffolding, plants supervision, service roads, power, etc.

and to include all expenses to cover the cost of night and round the clock work

as and when required and no claim for additional payment beyond the prices or

rates quoted will be entertained and the tenderers will not be entitled

subsequently to make any claim on the ground of any representation or on any

promise by any person (whether member in the employment of any Public

works Dept. or not) or on the ground of any failure on his part to obtain all

necessary information for the purpose of making his tender and fixing the

several prices and rates therein are live him from any risks or liabilities arising

out of or consequence up to submission of the tender.

3. ERASURE:

Persons tendering are informed that no erasures or any alteration by them in the

text of the document s set herewith will be allowed and such erasure, or any

alteration will be disregarded. If there is any error in writing, no over writing

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should be done but the wrong words or figures should be struck out and the

correct one written above or near it in an unambiguous way. Such correction

should be initiated and dated.

4. ACCEPTANCE: Intimation of acceptance of tender will be given by a telegram or a letter sent

by Registered Post to the address given in the tender below the signature of the

tenderer.

The tenders which do not fulfil any of the above conditions in the form and

which are incomplete in any respect shall be liable for rejection.

5. CONTRACTORS TO GET ACQUAINTED TO SITE THEMSELVES

FULLY :

5.1 The Contractor shall be deemed to have carefully examined the work and site

conditions including labour, the general and the special conditions, the

specifications, schedules and drawings and shall be deemed to have visited the

site of the work and to have fully informed himself regarding the local

conditions and carried out his own investigations to arrive at the rates quoted in

the tender. In this regard, he will be given necessary information to the best of

knowledge of department, but without any guarantee about it.

If the Contractor shall have any doubts as to the meaning of any portion of

these general conditions or the special conditions, to the scope of working of

the specifications and drawings, or any other matter concerning the contract, he

shall in good time before submitting his tender, set forth, the particulars

thereof and submit them to the Engineer in writing in order that such doubts

may be clarified authoritatively before tendering in accordance with the tender

conditions in the absence of such authentic clarification.

5.2 ERRORS, OMMISION AND DESCREPANCIES :

a) In case of errors, omission and/or disagreement between written and scaled

dimensions in the drawings or between the drawing and specifications, etc. the

following order of preference shall apply.

i) Between actual scaled and written dimension or description on a

drawing, the latter shall apply.

ii) Between the written or shown description or dimensions in the drawings

and the corresponding one in the specifications the latter shall apply.

b) In all cases of omissions and/ or doubts or discrepancies in the dimension or

description of any item or specifications a reference shall be made to the

Engineer-in-charge whose elucidation, elaboration or decision shall be

considered as authentic. The contractor shall be held responsible for my errors

that may occur in the work through lack of such reference and precautions.

5.3 WORKING METHODS AND PROGRESS SCHEDULES :

a) The Contractor shall submit within the time stipulate by the Engineer-in-

charge in writing the details of actual methods that would be adopted by the

contractor for the execution of any items as required by Engineer at each of

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the locations, supported by necessary detailed drawing and sketches

including those of the plant and machinery that would be used their

location, arrangements for conveying and handling materials, etc. and

obtain prior approval of the Engineer- in-charge well in advance of staring

of such item of work. The Engineer- in –charge reserves the right to suggest

modifications or make corrections in the method proposed by the contractor

whether accepted previously or not, at any stage of the work to obtain the

desired accuracy, quality and progress, which shall be binding on the

contractor, No claim on account of such change in the method of execution

be entertained by UMC so long as specification of the Item remain

unaltered.

b) Progress Schedule:

The Contractor shall within the period stipulated in writing by the Engineer-

in-charge, of the order to start the work, furnish progress schedule in

quadruplicate indicating the date of actual start, the monthly progress

expected to be achieved and anticipated completion date of each major item

or work to be executed by him, supported by indicative dates of

procurement of materials, and setting up of plants and machinery.

c) The contractor shall deploy sufficient plant, equipment and labour as may

be necessary to maintain the progress schedules. The Working and shift

hours restricted to one shift a day for operations to be done under the UMC

supervision shall be such as may be approved by the Engineer-in-charge.

These shall not be varied without prior approval of the Engineer-in-charge

work would not be normally allowed to be carried our during night. In

exceptional circumstances, if the contractor requested, certain portion of

work may be allowed to be carried out during night under UMC

supervision. The contractor shall provide adequate necessary lighting

arrangement etc. for night work as directed by Engineer-in-charge without

any extra cost.

5.4 TREASURE DISCOVERED:

In the event of discovery by the Contractor or his employees during the

progress of the work of any treasure fossils minerals or nay other articles of

value or interest, the Contractor shall give immediate intimation thereof to the

Engineer-in-charge and forthwith make over to the Engineer-in-charge such

treasures or things which shall be the property of UMC/ Government as the

case may be.

5.5 AGENT AND WORK ORDER BOOK:

a) The Contractor shall himself engage an authorized agent all the

time on the work capable of managing and guiding the work and understanding

the specifications and contract conditions. A qualified and experienced

Engineer shall be provided by the Contractor as his Agent for technical matters

in case the Engineer – in - charge considers this as essentials for the work and

85


so he directs the contractors. He will take orders as will be given by the

Executive Engineer or his representative and shall be responsible for carrying

them out. This agent shall not be changed without prior intimation to the

Executive Engineer and his representative on the work site. The Engineer-in-

charge has unquestionable right to ask for changes in the quality and strength

of contractor’s supervisory staff and do order removal from work of any of

such staff. The contractor shall comply with such orders and effect

replacements to the satisfaction of the Engineer-in-charge.

b) A work order book shall be maintained on site and it shall be the property of

UMC and the contractor to the Engineer in goodtime so that it can be checked.

The blank work order book with machine numbered pages should be provided

by the contractor and he will be allowed to copy out the instruction therein

from time to time.

5.6 HANDING OVER OF WORK:

All work and materials before finally taken over by UMC will be entire

liability of the Contractor for guarding, maintaining and making good any

damage of any magnitude; interim payments made for such work will not alter

this position.

The handing over by the contractor and taking over by the Executive Engineer

or his authorized representative will be always in writing of which copies will

be given to the Executive Engineer, his authorized representative and the

contractor. It is to specify that the pipe line and other structure will be

commissioned in parts and the defect liability will be counted from the date of

entire work is over.

5.7 SAMPLES AND TESTING OF MATERIALS:

a) All materials to be used on work, such as Cement, Brick, aggregates, Steel,

Stones, etc. shall be got approved in advance from Engineer-in-charge and

shall be got approved in advance from Engineer-in-charge and shall pass the

test and analysis required by him, which will be (a) as specified in the

specifications of the items concerned and/or (b) as specified by the Indian Road

& Bridges Standard Specifications and Code and Practice for Road, Bridges or

(c) I.S. Specification (wherever and whenever applicable) or (d) such

recognized specification (e) such requirements and/or analysis as may be

specified by the Engineer – in - charge in the order of precedence given above.

b) The contractor shall at his risk and cost make all arrangements and/or shall

provide for all such facilities as the Engineer-in-charge may require for

collecting, preparing, and forwarding required number of samples of tests or

for analysis at such time and to such place or places may be directed by the

Engineer-in-charge and bear all charge and cost of testing including transport.

Such samples shall also be deposited with the Engineer-in-charge till these are

sent for testing.

c) The Contractor shall, if and when required, submit at his cost the

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samples of materials to be testes or analysed and of so directed shall not make

use or incorporate in the work any materials represented by made and after the

test results of the materials are finally accepted by Engineer-in-charge.

5.8 CO-ORDINATION :

When several agencies for different sub works of the project are to work

simultaneously on the project site, there must be full co-ordination between the

different contractors to ensure timely completion of the whole project

smoothly. The scheduled dates for completion specified in each contract shall,

therefore be strictly adhered to. Each contractor may make his independent

arrangements for water, power, housing etc. if they so desire. On the other hand

the Contractors are at liberty to come to mutual agreement and in this behalf

and make joint agreement with the approval of the Engineer. No contractor

shall take any steps or action that may cause disruption, discontent or

disturbance in the project localities. Any action by any contractor which the

Engineer-in-charge in his unquestioned discretion may consider as

infringement of the above code would be considered as a breach of the contract

conditions and shall be dealt with accordingly.

In case of any dispute or disagreement amount the various contractors the

Engineer’s decisions regarding the co-ordination, co-operation and facilities to

be provided by any of the contractors concerned and such a decision shall not

vitiate any contract nor absolve the contractor of this obligations under the

contract not absolve the contractor of this obligations under the contract not

form the grounds for any claim or compensation.

5.9 TEMPORAY QUARTERS :

The contractor shall at his own expense maintain sufficient experienced and

supervisory staff etc. required for the work and shall make his own

arrangements for housing of such staff with all necessary amenities. General

layout plan for such structures shall be got approved from the Engineer-in-

charge. It will be the responsibility of the Contractor to get his layout plan of

temporary structure approved from the local competent authorities.

6.0 PAYMENTS :

The tenderers must understand clearly that the rates quoted are for completed

work and include all cost due to labour, all leads and lifts involved and if

further necessitated, scaffolding, plants, supervision, service roads, power etc.

and to include all expenses to cover the cost of night and round the clock work

as and when required and no claim for additional payment beyond the prices or

rates quoted will be entertained.

6.1 PATENDED DEVICES, MATERIALS AND PROCESSES:

Whenever the Contractor desires o use any designed device, material or process

covered by letter of patent or copy right the right for such use should be

secured by suitable legal arrangement and agreement with patent owner and the

87


copy of their agreement shall be filled with the Engineer-in-charge if so desired

by the latter.

6.2 WATER SUPPLY : Availability of adequate water for works, and sources thereof shall be

confirmed by the contractor before submitting the tender.

The Contractor shall make his own arrangements at his own cost for entering

into contract with concerned authorities for obtaining the connection and carry

the water up to the work sites as required by him. The location of the pipe line

with respect to the road shall be decided by Engineer-in-charge and shall be

binding on the contractor. The contractor is advised to provide water storage

tank of adequate capacity to take care of possible shut down of water supply

system.

6.3 ELECTRICITY :

The contractor will have to make his own arrangement at his own cost for

obtaining or providing electric supply at work site.

7.0 SAFETY MEASURES AND AMENITIES:

7.1 Safety Measures:

The contractor shall take all necessary precautions for the safety of the workers

and preserving the health while working on such job wherever required. The

following are some of the requirements listed though not exhaustive. The

Contractor shall also comply with the directions issued by the Engineer on his

behalf from time to time and all times.

a) Providing protective head wear to workers in quarries etc. to protect them

against accidental fall of materials above.

b) Providing protective footwear to workers in situation like mixing and placing

of mortar concrete, in quarries and place of mortar or concrete, in quarries and

places where the work is to be done under wet conditions as also for

movements over surface infested with oyster growth.

c) Taking such normal precautions like providing handrails to the edges of the

floating platforms or barrages not allowing rails or metal parts spreads around

etc.

7.2 Amenities :

a) Supply workmen with proper belt, ropes, etc. when working on any masts,

cranes, circle hoist, dredger etc.

b) Taking necessary steps toward training the workers concerned of the use of

machinery before they are allowed to handle it independently and taking all

necessary precautions in and around the areas where machines, hoists and

similar units are working.

c) Providing adequate number of boats if at all required for plying in wear to

prevent overloading and overcrowding.

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d) Providing life belts to all men working at such situation from where they

may accidentally fall into water, equipping the boats with adequate number

of life belt etc.

e) Avoiding bare lives wires etc. As would electrocute workers.

f) Making all platforms staging and temporary structures sufficiently strong

and not causing the workmen and supervisory staff to take undue risks.

g) Provide sufficient first-aid, trained staff and equipment quickly at the work

site to render immediate first aid treatment in accidents due to suffocation,

drowning and other injuries.

h) Take all necessary precaution with regards to use of divers.

i) Providing full length gum boots, leather hand gloves, leather jackets with

fire proof aprons to cover the chest and back reaching up to cover the chest

and back reaching up to knees and plain goggles for the eyes to the labour

working with not asphalt handling, visitors in cement concrete and also

where use of any or all these item is essential in the interest of health and

well being of the labourers in the opinion of the Engineer.

7.3 DAMAGE BY FLOODS OR ACCIDENT: The contractor shall take all precautions against damages by flood or from

accident etc. No compensation will be allowed to the contractor on his account

for correcting and repairing any such damage to work during construction. The

contractor shall be liable to make good at his cost any plant or material

belonging to the UMC lost or damaged by flood or from any other causes while

in his charge.

7.4 RELATION WITH PUBLIC AUTHORITIES:

The contractor shall comply with all rules, regulations, bye laws and direction

given from time to time by any local or public authority in connection with his

work and shall himself pay all charges which are leviable on him without any

extra cost.

If the contractor feels to seek police protection from local antisocial elements

or due to any other causes, he shall himself arrange for it. The Dept. will help

the contractor as far as possible. The cost shall be borne by the contractor.

7.5 INDEMNITY:

The Contractor shall indemnify the UMC against all actions, suit, claims, and

demands brought or made against it in respect of any thing done or committed

to be done by the contractor in execution of or, in connection with the work of

his contract and against any loss or damage to the UMC in consequence to any

action or suit being brought against the contractor for anything done or

committed to be done, for the execution of the work of this contract.

The UMC may at its discretions and entirely at the cost of the contractor defend

such suit, either jointly with the contractor single in case the latter chosen not

to defend the case.

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7.6 Medical and sanitary arrangement to be provided for labour employed in the

construction by the contractor-

a) The contractor shall provide an adequate supply of pure and wholesome

water for the use of labourers on works in camps.

b) The Contractor shall construct trenches, semi permanent latrine for the use

of labourers. Separate latrine shall be provided for men and women.

c) The contractor shall build sufficient no. of huts on a suitable plot for use of

the labourers according to the following specifications.

i) Hut of bamboo’s and grass may be constructed.

ii) A good site not liable to submergence shall be selected on high

ground remote from jungle but well provided with trees, shall be chosen

wherever it is available. The neighbourhood of tank, jungles, trees,

woods should be particularly avoided, camps should not be established

close to large cutting of earth.

iii) The lines of huts shall have open space of at least 10 metres

between rows. When a good natural site cannot be procured, particularly

attention should be given to the drainage.

iv) There should be no crowding. Floor space at the rate of 3 Sqm

(30 Sq. Ft.) per head shall be provided. Care should be taken to see that

the huts are kept clean and in good order.

v) The contractor must find his open land and if he wants Govt.

Land he should apply for it. Assessment for it if demanded will be

payable by contractor. However the Dept. does not bind itself for

making available the required land.

d) The contractor shall construct a sufficient number of bathing places.

Washing places should also be provided for the purpose of washing clothes.

e) The contractor shall make sufficient arrangement draining away the surface

& sewage water as well as water from the bathing & washing places and

shall dispose off his waste water in such a way as not to cause any nuisance.

f) The Assistant Director of Public Health shall be consulted before opening a

labour camp & his instructions on matters such as water supply, sanitary

arrangements, conveyance to the camp site, accommodation & food supply

shall be followed by the contractor.

g) The contractor shall make arrangement for all anti-malaria measures to be

provided for the labour employed on the work. The anti-malaria measures

shall be as directed by Assistant Director of Public Health.

h) In addition to above all provisions ofthe relevant labour act pertaining to

basic amenities to be provided to the labours shall be applicable which will

be arranged by the contractor.

8. MISCELLANEOUS:

1. For providing electric wiring or water line, etc. recesses shall be provided.

If through walls, beams, slabs, etc. later on refill it with bricks or stones

chipping, cement mortar without any extra cost.

2. In case it becomes necessary for the due fulfilment of contract for the

contractor to occupy land outside the Municipal limits the contractor will

90


have to make his own arrangements with the land owners & pay such rent,

if any, which is payable as mutually agreed between them.

3. The contractor shall duly comply with the provisions of the Apprentices

Act, 1961 (III of 1961) and the rules & orders made there under from time

to time under said Act and the said Rules and on his failure or neglect to do

so he shall subject to all liabilities and penalties provided by the said Act

and said Rules.

4. It is presumed that the contractor has gone carefully through the standard

specifications (Vol. I & II, 1981 Edition) and the schedule of rates of the

division and has also studied site conditions before arriving at rates quoted

by him. The special provisions & detailed specification wording of any item

shall gain precedence over the corresponding contrary provisions (if any) in

the standard specification given without reproduction in the details in

contract. Decisions of the Engineer – in – charge shall be final in case

interpretation of specifications.

5. If the standard specifications fall short for the items quoted in the schedule

of this contract, reference shall be made to the latest ISS, IRC codes. If any

of the items of the contract do not fall in reference quoted above, the

decision & specifications as directed by the Engineer – in – charge shall be

final.

6. The stacking and storage of building material at site shall be in such manner

as to prevent deterioration & inclusion of foreign material, to ensure the

prevention of the quality, properties & fitness of work & to protect the

material against atmospheric action, fire & other hazards, suitable

protection shall be taken by the contractor. The materials likely to be

carried away by wind shall be stored, in suitable stores or with suitable

barricades and where there is likelihood of subsidence of soil. Heavy

materials shall be stored on paved platform. Suitable separating barricades

and enclosures as directed shall be provided to separate materials brought

by contractor.

9. TESTING, ETC.:

The contractor shall make arrangements for testing of all materials for cement

concrete, compression test, etc. Necessary cubes of 15 cm x 15 cm size will be

cast as per the directives of the Engineer – in – charge and as specified in IS

which shall be tested in Approved Govt. Laboratory for compressive strength

of mix. The contractor shall bear all expenses in this regard & get the cube

testing done from the Approved Govt. Laboratory.

The weld tests required to be carried out as per provision of IS shall be at the

cost of contractor and from the Approved Govt. Laboratory.




91


ADDITIONAL CONDITIONS

92







ADDITINAL CONDITIONS OF CONTRACT

Receipts for payments made on account of any work, when executed by a firm

should also be signed by all the partners except where the contractors are described in

their tender as firm, in which case the receipt shall be signed in the name of the firm

by one of the partners or by some other person having authority to give effectual

receipts of the firm.

All work shall be measured net by standard measure & according to the rules &

customs of UMC and in absence of such rules customs of PWD of Govt. of

Maharashtra will be followed without reference to any local systems.

The measurements of work will be taken according to the usual methods in use in

Ulhasnagar Municipal Corporation and no proposals to adopt alternative methods will

be accepted. The Executive Engineer’s decision as to what is the usual method in use

in UMC will be final.

The accepted tender rates shall be treated for the completed item of work, to

cover the item wording specified in the schedule – B and also to cover the

specifications mentioned in the contract and the rate shall also be inclusive of the

incidental charges including all leads & lifts involved, favour materials and labour

required, water for construction purposes, including curing, hydraulic testing, etc. No

payment on any such account shall be admissible to the contractor under this contract.

The submission of tender of the contractor shall be treated as in controvertible proof

of the contractor having visited all the sites of the work under this contract and that of

obtaining necessary information about all local conditions, sites, quarries, means of

access, nature of sub soil conditions, source and availability of required materials and

labour, arrangement required for their transport & storage difficulties if any, required

to be overcome during execution and trial run period, weather conditions, etc. No

extra payment over accepted tender rates shall be admissible on these accounts or on

account of any similar other grounds.

The contractor shall bear the revenue duty on the agreement and security

deposit and/ or additional security deposit (payable as per tender condition), as per the

India Stamp Duty (1985, Latest Revision) provision applicable during contract period.

At present stamp duty on security deposit is 2% of the deposit amount if the deposit is

in the form of bank Guarantee and at 3 % of the deposit amount if the deposit is paid

in the form of cash. Stamp duty is also applicable for the security deposit deducted

from the running account bills of the contractor.

Water for construction, hydraulic testing, curing, etc.-

The contractor shall make his own arrangement at his cost to get water for

construction & hydraulic testing, etc. If UMC’s water supply is available in the

93


premises, a connection at a suitable price may be granted to the contractor at his cost

and water charges at prevailing rates shall be paid by the contractor to UMC.

The contractor shall not sell or otherwise dispose off or remove except for the

purpose of this contract, the rubble, stone metal, sand or other material which may be

obtained from any excavation made for the purpose of the contract. All such materials

shall be UMC’s property and shall be disposed off in the manner and at a place as may

be directed by the Engineer – in – charge. Contractor with the permission of the

Engineer – in – charge in writing and when directed by him, use any of the materials

free of cost.

The contractor shall make his own arrangements for obtaining rubble, khandki,

headers, metal, sand, murum, etc. from Govt. or private quarry. Applications of the

contractor for reasonable area of Govt. Land required for this purpose can be

recommended to Revenue Authorities without any guarantee of making land or quarry

available.

The contractor shall provide all labour, skilled as well as unskilled, pegs, lime,

strings, site rails (wooden as well as steel etc.) as and when required as per approved

design and make available such other materials for surveying, lineout, setting out,

checking of work, taking measurements, hydraulic testing of pipelines and other

structures without any payment by the UMC to him. He will also provide proper

approach and access to all the works and stores without any extra cost over his

tendered rates for the item to be executed and inspected.




94


DETAILED ITEMWISE

SPECIFICATIONS

95







DETAILED ITEMWISE SPECIFICATIONS

ITEM NO. 1, 3 & 12:-

Providing, lowering, laying & jointing D.I K-7 grade pipes and Specials with

internal cement mortar lining …... etc. complete

This specification covers the requirements for manufacturing, testing,

supplying, jointing and testing at work site Ductile Iron Pipes and fittings used for

water conveyance. Data sheet a covers the specific requirement for the project.

Applicable Codes

The manufacturing testing, supplying, jointing and testing at work sites of

Ductile Iron Pipes and fittings shall comply with all currently applicable statues,

regulations, standards and codes.

In particular, the following standards, unless specified herein shall be referred.

In all cases, the latest revision of the codes shall be referred to. If requirements of

specifications conflict with the requirements of the codes and standards, this

specification shall govern.

Materials

IS: 8329 SPESCIFICATION FOR Centrifugally Cast (spun) Ductile Iron

pressure pipes for water, gas and sewage specification

IS: 638 Sheet rubber jointing and rubber insertion jointing.

IS: 1387 General requirements for supply of metallurgical materials.

IS: 9523 Ductile Iron fittings for pressure pipes for water, gas and sewage.

IS: 12820 Dimensional requirements, of rubber gaskets for mechanical joints

and push on joints for use with Cast Iron pipes and fittings for carrying water,

gas and sewage.

ISO: 4179 Ductile iron pipes for pressure and non pressure – Centrifugal

cement mortar lining – General requirements.

ISO; 2531 Ductile Iron Pipes, fittings and accessories for pressure pipe lines.

Code of Practice

IS: 12288 – Code of practice for use and laying of Ductile iron pipes.

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Manufacturing

General

DI pipes and DI fittings shall be systematically checked for any manufacturing

defects by experienced supervisors and a very high standard quality shall be

maintained.

Owner/Engineer shall at all reasonable times have free access to the place

where the pipes and fittings are manufactured for the purpose of examining and

testing the pipes and fittings and for witnessing the test and manufacturing.

All test specified either in this specification or in the relevant Indian Standards

shall be performed by the supplier/contractor at his own cost and in the presence of

Owner/ Engineer if desired. For this sufficient notice before, testing of pipes and

fittings shall be given to Owner/ Engineer.

If the test is found unsatisfactory, Owner/Engineer may reject any or all pipes

and fittings of that lot. The decision of Owner/ Engineer in this matter shall be final

and binding of the contractor and not subject to any arbitration or appeal.

Materials

The general requirements relating to the supply of material shall be as per IS:

1387.

The material for DI fitting shall confirm to IS: 9523.

Dimensions

The internal diameter, Thickness and length of barrel, dimensions of pipes and

fittings shall be as per the relevant table of IS.8329/IS.9523 for different class of pipe

and fittings.

The tolerance for pipes and fittings regarding dimensions and deviations from

straight line in case of pipe shall be as per relevant IS codes.

The standard weight of uncoated pipes and fittings and the permissible

tolerance as per relevant IS codes.

Workmanship and finish

The pipe and fittings shall be stripped, with all precautions necessary to avoid

wrapping or shrinking defects, the pipes and fittings shall be free from defects, other

than any unavoidable surface imperfections which result from the method of

manufacture and which do not affect the use of the pipes in the opinion of Engineer.

The pipe and fittings shall be such that they could be cut, drilled or machined.

The hardness of external unmachined surface shall not exceed 230 HBS.

In the case of spigot and socket pipes and fittings for lead joints, the socket

shall be without the centering ring.

In the case of flange pipe the flange shall be at the right angles to the axis of the

pipe and machined on face .The bolt holes shall be drilled and located symmetrically

off the centre line. The bolt hole circle shall be eccentric with the bore and bolt holes

equally spaced. The flanges shall be integrally cast with the pipes and fittings and the

two flanges of the pipes shall be correctly aligned.

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TESTING

Mechanical Tests

Mechanical tests shall be carried out during manufacture of pipes and fittings

as specified in relevant IS codes. The results so obtained shall be considered to

represent all the pipes and fittings of different sizes manufactured during that period

and the same shall be submitted to Owner/Engineer. The method for tensile tests and

the minimum tensile strength requirement for pipes and fittings shall be as per

relevant IS codes.

Brinell Hardness Test

For checking the Brinell hardness, the test shall be carried out on the test ring

or bars cut from the pipes used for the ring test and tensile test in accordance with

IS-1500.

Retests

If any test piece representing a lot fails in the first instance, two additional tests

shall be made on test pieces selected from two other pipes from the same lot. If both

the test results satisfy the specified requirements, the lot shall be accepted should

either of the additional test pieces fail to pass the test, the lot shall be liable for

rejection.

Hydrostatic Test For Hydrostatic test at works, the pipes and fittings shall be kept under test

pressure as specified in relevant IS code for 15 seconds, shall be struck moderately

with a 700 g hammer for confirmation of satisfactory sound. They shall withstand the

pressure test without showing any leakage sweating, or other defect of any kind. The

hydrostatic test shall be conducted before coating the pipes and fittings.

Coating

Coating shall not be applied to any pipe and fittings unless its surface is clean

dry and free from rust.

All DI pipes and DI fittings shall be mortar lined on internal surface as

specified in Is: 4179.

Marking

Each pipe and fitting shall have cast stamped or indelibly painted on it with the

following appropriate marks.

a) The nominal diameter.

b) Class reference

c) Mass of pipe

d) Date of manufacture and

e) Manufacture’s name, initials or identification mark.

Marking shall be done as per relevant IS code

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Jointing

General

Jointing of DI pipes and fittings shall be done as per the requirements of

specifications and as per the relevant IS code. After jointing, extraneous materials, if

any, shall be removed from the inside of the pipe. In case, rubber sealing rings/gaskets

are used for Jointing these shall conform relevant IS code and shall be of such type as

mentioned in ‘Data Sheet-A’

Spigot And Socket Pipes

The Spigot and socket pipes and DI fittings shall have push on joints as

specified in I”S code/as recommended by manufacturer.

The gaskets/sealant used for push on joints/flanged joints shall be suitable for

water conveyance.

In jointing Ductile iron spigot and socket pipes and fittings with titan flexible

joints the contractor shall take into account the manufacturer’s recommendations as to

the methods and equipment to be used in assembling the joints. In particular the

Contractor5 shall ensure that the spigot end of the pipe to be joined is smooth and has

been properly chamfered, that the rubber ring as per relevant IS code is correctly

positioned in line, before the joint is made. The rubber rings and any recommended

lubricant shall be obtained only through the pipe supplier or as otherwise directed by

Engineer.

Flanged Pipes

The gaskets used between flanges of pipes shall be compressed fibre board or

natural/synthetic rubber confirming to IS: 638 of thickness between 1.5 to 3mm

suitable for water conveyance and as specified by manufacturer. The fibre board shall

be impregnated with chemically natural mineral oil and shall have a smooth and hard

surface. Its weight per square meter shall be not less than 112 g/mm thickness.

Each bolt should be tightened a little at a time taking care to tighten

diametrically opposite bolts alternatively. The practice of fully tightened the bolts one

after another is highly undesirable .The bolts shall be of mild steel unless otherwise

specified. They shall be coated with coal tar epoxy coating after tightening.

Cleaning of pipes and fittings

Contractor shall ascertain that stretch of pipe line is absolutely clear and

without any obstructions by means of visual examination of the interior of pipe line

suitably lighted by projected sunlight or otherwise. The open end of an incomplete

stretch of pipe line shall be securely closed as may be directed by Owner/ Engineer to

prevent entry of mud or silt etc.

If as a removal of any obstructions Owner/ Engineer consider that damage may

have been caused to the pipe line, he shall be entitled to order the stretch to be tested

immediately. Should such test prove unsatisfactory, contractor shall amid the work

and carries out such further tests as are required by Owner/Engineer.

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Hydraulic Testing at Work Site

After the pipes and fittings are laid, joined and trench partially backfilled

except the joints the stretch of pipe line as directed by Engineer shall be subject to

pressure test and leakage test, Where any section of the pipe line is provided with

concrete thrust blocks or anchorages, the pressure test shall not be made until at least

five days have elapsed after the concrete was cast. If rapid hardening cement has been

used in these blocks or anchorages, the test shall not make until at least two days, have

elapsed.

Each section of pipe line shall be slowly filled with water and all air shall be

expelled from the pipe line by tapping at points of highest elevation before the test is

made plugs inserted after the test have beeb completed. The specified test pressure as

per Data Sheet-A, based on the elevation of lowest point of the line or section under

test and corrected to the elevation of the test gauge, shall be applied by means of a

pump connected to the pipe as directed any Engineer.

The duration of test shall not be less than 5 minute. The exposed joints shall be

carefully examined and all such joints showing visible leaks shall be removed and

replaced by sound material by Contractor or no extra cost to Owner/ Engineer and test

shall be repeated to the satisfactory of Owner /Engineer.

After the satisfactory completion of pressure test, the section of pipe line shall

be subjected to leakage test at a pressure as specified in Data Sheet A in section 1. The

duration of test shall be 8 hrs, No pipe installation shall be accepted until the leakage

is less than the number cm3/hr determined by the formula.

QL=ⱱ ЏND

3.3 P

Where.

QL = the allowable leakage in cm3 /hr

N = number of joints in the length of the pipe line.

D = diameter in mm, and

P = The average test pressure during the leakages test in kg/cm2 should any test

of pipe laid indicate leakage greater than that specified above. The

defective joints shall be repaired by Contractor at no extra cost to

Owner/Engineer until the leakage is within the specified allowance.

Necessary equipments and water used for testing shall be arranged by

Contractor at his own cost. Damage during testing shall be Contractor’s responsibility

and shall be rectified by him at no extra cost to owner/Engineer; Water used for

testing shall be removed from the pipe and not released in the excavated trenches.

After the tests mentioned above are completed to the satisfaction of

Owner/Engineer, the back filling of trenches shall be done as per specification in

layers.

Measurement

All pipes shall be measured according to the work actually done and no

allowance will be made for any waste in cutting to the exact length required, pipes and

fittings shall be described by their internal diameter and length measured in running

meters. The measurement shall be taken along the centre line of pipe excluding fitting

which shall be measured separately. The lengths of pipes shall not include the portion

of spigots within the sockets of fitting s and pipes

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The rate for providing, laying and jointing of DI pipe and fittings shall be

deemed to include the cost of jointing material and testing at work site.

Notes

If any damage is callused to the pipe line during the execution of work or while

cleaning/testing the pipe line as specified, Contractor shall be held responsible for the

same and shall replace the damaged pipe line and retest the same at his own cost of

the full satisfaction of Engineer.

Water for testing of pipe line shall be arranged by Contractor at his own cost.

ITEM NO. 2: -

PROVIDING & SUPPLYING M. S. SPECIALS:

The work includes providing & fabricating of M. S. Specials of required

dia. as per requirement such as bends, tees, ‘Y’ branches from 8.00 mm thick

plates from the contractor’s material. UMC will not supply M.S. Plates for

fabrication of specials. The conveyance of fabricated material from workshop

to the site of work is covered in this item. The rate shall also be inclusive of all

duties, taxes, octroi charges, etc.

The specials shall be prepared from the pipe drums. The plates shall be

cut on all the four sides to the exact dimensions & shape required. Before

cutting all the edges, the plates shall be cleaned by brushing or guniting. The

plates shall be given bevel at the edges. The pipe barrel used for specials shall

be truly cylindrical, straight in axis, acceptable tolerance being as per IS: 3589,

the ends of the pipe/ specials shall be accurately cut with level for field welding

depending on sizes as per IS.

Flanges shall be provided for specials, which are to be fitted to flange ends.

The flanges for both sides shall be welded in such a way that no part of welding

protrudes beyond the face of the flanges. The holes in flanges shall be as per

IS, so as to match that to Sluice Valves. The minimum thickness shall not be

less than as specified.

ELECTRODES:

The contractor shall use standard electrodes depending on the thickness

of plate and type of joint. They shall also use standard current & arc voltage

required for the machine in use as per Manufacturer’s directions. Welding

electrodes shall conform to I. S. S. 814:1967, specifications covered electrodes

for metal arc welding etc. of Mild Steel (Latest Version). Indian make or

equivalent foreign make electrodes or the required quality approved by the

Engineer – in – charge shall be used wherever possible.

Welded joints (other than the closing length) shall be of the butt welded

type on external circumferential weld. All fillet welds shall have a throat

thickness not less than 0.7 times the thickness of the pipe to be welded.

All parts to be welded shall not have loose scale, slag, rust, paint &

other foreign matter removed by means of a wire brush & shall be left clean &

dry.

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All scale & slag shall be removed from each weld when it is completed.

TAPERS/ BENDS:

The tapers & bends shall be fabricated in one or more pieces as may be

necessary according to their lengths and sizes of plates available.

SPECIAL CARE TO BE TAKEN DURING FABRICATION OF COMPOSITE

BENS, TEES AND ‘Y’ BRANCHES:

The testing of these specials is not envisaged at the fabrication stage.

These shall subject to test when the complete pipeline is tested hydraulically. In

view of this, the contractor in his own interest shall fabricate these specials

with all the care so that there is no failure of any welded joint during testing of

the completed pipeline, which will invite dewatering the main, repairing &

retesting.

Mode of measurement & payment:

Supply & fabrication of the various specials & appurtenances shall be

measured & paid under the relevant item in the Bill of Quantities on weight

basis. Weight will be calculated on standard weight of materials. The item shall

include the cost of supply of all labour, material (unless otherwise stated) and

machinery for fabricating these specials and appurtenances as per

specifications and shall include all costs of miscellaneous materials and

handling materials within the fabrication yard, stacking them properly in the

yard, transporting from factory to site, including loading, unloading & all other

ancillary works involved.

Mode of payment:

i) 80% payment shall be released after supply of specials at

the site of work.

ii) Balance 15% payment shall be released after satisfactory

hydraulic testing & commissioning of pipeline.

ITEM NO. 4:-

PROVIDING & SUPPLYING SLUCE VALVES/ SCOUR VALVES/

BUTTERFLY VALVES:

Specification for manufacturing supply and delivery of Sluice Valves/

Scour Valves –

Sluice Valves:

These specifications cover general provisions & requirements and are

supplementary to the General conditions of contract.

1. General :

The Sluice Valves/ Butterfly Valves proposed to be procured through

this tender are to be used for drinking water supply schemes.

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2. Work under this contract :

The works entitled manufacture, supply & delivery of Sluice Valves for

transmission mains shall comprise the goods as mentioned in the Bill of

Quantities.

a) Sluice Valves/ Scour Valves PN 1.0 of IS:14846/ 2000 of various

sizes ranging from 50 mm to 1200 mm

dia.

Note: The above goods to be used for conveyance of potable water at

temperature varying from 10˚C to 40˚C.

The tender rate shall include all labour, machinery & materials necessary for

the proper manufacture of the goods, for tests at the contractor’s work for the

insurance, delivery to works, proper maintenance, discharging every

obligations & requirement of the contract, in accordance with the intent of the

contract documents, as stated in the General Conditions of Contract.

3. Standards :

Where reference is made to a particular standard, it shall be the latest

version of the Bureau of Indian Standard. Unless otherwise specified, the sluice

valves shall be in accordance with the provisions of IS: 14846:2000 for sizes of

the sluice valves covered under relevant standards.

4. Marking on Sluice Valves : Each sluice valve shall be marked as IS: 14846:2000 for sizes

50 mm to 1200 mm.

5. Packing and Handling : The contractor shall dispatch from the manufacturer’s workshop in

good, adequately protected to prevent damage & deterioration during

transportation & storage, etc. The packing is to be quite robust to withstand

rough handling during the transit by road/ rail and storage.

Each package/ crate will contain sluice valve of one size only in relevant class.

The packing procedure followed shall be in accordance with

IS: 14846:2000.

The contractor shall use proper handling equipment or follow suitable handling

method as approved by the Engineer – in – charge to unload the materials at the

delivery site to prevent damage to the goods & equipments.

6. Independent and Local test : The contractor will have to arrange independent test from the Engineer –

in – charge for all the valves supplied under this contract & cost of such testing

is deemed to be included in the offer quoted by the contractor.

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7. Information given to Contractors : The following information as required vide IS: 14846:2000 is furnished

giving specific requirements of the supply.

a) All sluice valves shall be with stainless steel spindles. The spindles shall be

with square threads. The stainless steel will conform to IS: 6603:1973.

Welded or screwed collars on spindles shall not be permitted.

b) All sluice valves shall be of non-rising spindle type.

c) All sluice valves shall be tested for closed end condition only.

d) All sluice valves shall be provided with caps.

e) All sluice valves shall be installed in vertical position on a horizontal

pipeline.

f) All sluice valves shall be manually operated.

g) No tailpiece or adaptor be supplied with the valves.

h) No bye pass arrangements be provided.

8. Vendor: The vendor should be as per approved list of Maharashtra Jeevan

Pradhikaran.

9. Mode of Measurement & Payment:

Measurement will be per number basis of sluice valve provided of

specified size.

Mode of payment:

i) 85% payment shall be released after supply of sluice

valves at the site of work.

ii) Balance 15% payment shall be released after satisfactory


ITEM NO. 5:-

Providing, supplying High Performance Kinetic Air Release Valve:

The high performance kinetic air release valves will be inspected by Engineer-

in-charge not below the rank of executive Engineer. UMC reserves the right to check

the technical details of the valves to modify the technical requirements & the

contractor will have to provide the valves accordingly. The design of the valves shall

be got approved from the executive Engineer before placing order with the

manufacturers.

The valves shall be strictly in accordance with following specifications:

1) Medium of constructions:

Kinetic Valve –

Body – Cast Iron BIS 210 grade FG 200/260.

Cover – Mild Carbon Steel

Floats – Big & small (Oval shaped & with rolling seal) IS – 304

Seals – Neoprene Rubber

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Nozzles – GM with Neoprene Rubber

Gaskets - Neoprene Rubber

Studs & Nuts – High Tensile Carbon Steel

Automatic Valve –

Body – Cast Iron IS 210 grades FG 260.

Cover – Cast Iron IS 210 grades FG 260.

Floats – stainless Steel IS – 304

Seals – Neoprene Rubber

Nozzles – GM with Neoprene Rubber

Gaskets - Neoprene Rubber

Bolts & Nuts – Galvanized Steel

Lock – Mild Steel3

2) Design & Testing:

Standards – AWWAC -512 – 92

Pressure Class – PN – 16

Working Pressure – 16 kg/ Sq cm

3) Test pressure: Seat Test Pressure – 20 Kg/ Sq cm

Shell Test Pressure - 20 Kg/ Sq cm

Air Release test under hydro Pressure - 16 kg/ Sq cm

Flange drilling standard – IS – 1538

Test pressure - 20 Kg/ Sq cm

4) Instruction manual : The contractor shall furnish copies of the manual. The manual shall

cover technical literature, instructions regarding lubrication, assembly,

dismantling of the valves & accessories, preventive maintenance, illustrative

sketches/ drawings, spare parts, materials, specifications chart, etc.

5) Packing & handling:

The contractor shall dispatch from the manufacturer’s workshop in

good, adequately protected to prevent damage & deterioration during

transportation & storage, etc. The packing is to be quite robust to withstand

rough handling during the transit by road/ rail and storage.

Where the stores are required to be dispatched at railways risk, special packing

as per IRCA rules are absolutely necessary, which would be extra by the

contractor.

The contractor shall use proper handling equipment or follow suitable handling

method as approved by the Engineer – in – charge to unload the materials at the

delivery site to prevent damage to the goods & equipments.

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6) Guarantee:

The contractor shall repair or replace without charges all materials &

equipments which fail to perform in a normal, proper or specified manner for a

period of 24 months after final acceptance of the works and shall repair &

replace all materials & equipments damaged by breakages and other faults.

Guarantee

The owner reserves the right to make temporary repairs as necessary to

keep the equipment in operating condition without voiding the contractor’s

guarantee or relieving the contractor of his responsibility during the guarantee

period.

7) Spare Parts Tools: The tenderer shall prepare a list of spare parts, tools which they consider

to be adequate for five years normal operation, & shall furnish the current unit

prices of such spares, tools. The prices of the spares & tools shall not be

considered for evaluation purposes, unless otherwise spares & tools are

specified in the Bill of quantities.

The detailed description of spare parts & tools shall be furnished. The owner

will decide which of these spares & tools are required to be procured.

8) Tests:

Tests of Samples –

The contractor shall provide to the Engineer – in – charge three certified

copies of abstract of the results of various tests as specified by the Engineer –

in – charge or as in the relevant IS.

When required by the Engineer – in – charge or any other Inspecting

Agency authorized by the owner, the contractor shall provide test samples of

all or any materials used in the manufacture of the goods & shall carry out any

physical tests on the said materials as may be directed by the Engineer – in –

charge, Inspecting Agency at the place of manufacture or at a laboratory

approved by the Engineer – in – charge within 7 (Seven) days of each test,

three certified copies of the results of the analysis or tests.

Approval of the Engineer – in – charge as to the placing of orders for

materials or as to samples or tests shall not prejudice any of the owners’ rights

under the contract.

9) Test Certificates: Certificates approved by the Executive Engineer in triplicate shall be

provided by the contractor for each complete item of the goods supplied giving

the process of manufacture & the results of the specified tests.

Similar certificate in triplicate shall be provided by the contractor in

respect of materials to be used in the manufacture of the goods & the results of

the specified tests.

106


10) Independent and Local test: The Engineer/ Inspecting Agency reserves the right to carry out any

independent or local tests may deem fit. Any samples of material which may be

required for such tests shall be provided by the contractor at an extra cost to the

owner.

The cost of making any such independent tests shall be borne by the

Owner, unless it is shown that the workmanship or materials under tests are not

in accordance with the specifications in which case the cost of the test shall be

borne by the contractor.

Any material, workmanship or completed items of goods, which are

shown by such independent tests to be not in accordance with the specifications

shall be rejected not withstanding any previous certificate which may have

been provided.

11) Hydraulic Tests: All valves shall work hydraulically to test pressure of 10 Kg/ Sq cm.

12) Mode of Measurement & Payment:

Item includes providing High Performance C. I. Air valve (Kinetic Air

valve along with automatic air valve), PN – 16, with transportation to site with

octroi and all other taxes & duties, etc. complete. Measurement will be per

number basis of Air valve provided of specified size.

Mode of payment:

i. 85% payment shall be released after supply of Air valves at

the site of work.

ii. Balance 15% payment shall be released after satisfactory


13) The Air valves should be of standard make or of makes approved by

MJP/ UMC.

ITEM NO. 6:-

Supply of C. I. Mechanical Joint Collars –

The work shall be carried out as per Table IS: 13382:1992 IS:

12820:1989 and as per description of item and as directed by the Engineer – in

– charge.

Fixing of C. I. Mechanical Joint Collars-

The work shall be carried out as per description of item and as directed

by the Engineer – in – charge and relevant Indian Standard Specifications.

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Mode of Measurement and Payment - The measurement shall be taken per number basis of Mechanical joint

supplied at departmental store/ site of work of respective diameter as specified

in the Bill of Quantities and rates thereof.

Payment will be made on supply of Mechanical joint at departmental

store/ at site satisfactorily.

ITEM NO. 7, 8 & 9:-

Excavation in Earth/ Soils/ Soft Rock/ Asphalt Road/ Hard Rock/ Concrete

road

A) General –

The specifications contained in the standard specification volume – II

published by Public Works & Housing Department, Government of

Maharashtra Chapter Bd A – 9 shall apply. In addition to above following

specification shall govern ( Bd A – 1/259, Bd A – 4/259, Bd A – 6/259).

B) Site Clearance –

The area to be excavated shall be cleared off all trees, bushes, rubbish

and other objectionable materials. Material removed shall be burnt or

disposed off as directed by the Engineer – in – charge. The cost of such

clearing shall be deemed to have been included in the rates accepted for

different items under excavation.

C) Dewatering –

No distinction shall be made as to whether the materials being excavated

are dry, moist or wet. The item also includes bailing out water manually to

keep the trenches reasonably dry unless stated otherwise elsewhere for all

further works of lowering, laying, jointing & testing of the pipeline till the

completion of the work.

D) Shoring & Strutting –

The item includes all shoring & strutting that may be required. On no

account the width of the trenches more than those mentioned herein after

shall be measured. If excavation width is required more than the specified

for the purpose of keeping machinery, stepping due to lose material or for

any other reasons the same be at the contractor’s cost.

E) Lighting, Barricading & Guarding -

The items of excavation are including necessary lighting at night at

suitable intervals, but not more than 15 M. Along the excavated trenches

and at all crossing, barricading shall be by fencing so as to avoid any

accident. Chowkidars shall be employed at place where the trenches cross

over any traffic road to caution the vehicles & pedestrians, etc. The

108


arrangements shall be maintained till completion of work & at the cost of

contractor.

F) Before the excavation of trenches is commenced, sight rails shall be

erected at every 30 meters & at all junction points of change of direction,

gradient & at ends. The excavation work shall be preceded by a detailed

survey along the alignment of the main to obtain ground levels at every 30

Metres or less distance.

Temporary bench marks shall be constructed at every 30 M distance

along the alignment and shall be maintained till the completion of work. All

labour & materials required for the survey work of fixing bench marks, etc.

shall be provided by the contractor at his own cost. For any mistakes in

survey the contractor is fully responsible. He should not lay the pipes,

unless the alignment is thoroughly checked by the Engineer – in – charge or

his authorized representatives who is empowered to sign the trench

excavation.

G) Depth & Grades of Trenches –

The trenches shall be excavated to the required grades & depths and on

the lines as shown on approved drawings & as directed by the Engineer – in

– charge. The depth of excavation & the levels of the pipe inverts shall be

checked by means of boning rods of suitable lengths. No additional depths

if required to be excavated for pits, for sockets, collars, specials, joints and

for any other working facility shall be measured and paid other than

mentioned in IS: 5822. Side slopes will be paid as per PWD manual, current

practice in MJP/ UMC or actual side slopes whichever is less. The

contractor shall notify the Engineer – in – charge when the trenches are

ready for bedding so that the Engineer – in – charge can inspect & record

the depths. Only on explicit approval by Engineer – in – charge, the

bedding shall be provided by the contractor.

H) Width of Trenches – The maximum base width of the trenches admissible for payment shall

be as below or actual excavated width whichever is less shall be recorded or

as per dimensions as directed by Engineer – in – charge. Extra width for

pits at sockets, collars, specials, joints shall neither be measured nor paid

for. However, excavation required for providing and casting fixity blocks,

thrust blocks, encasing, etc. will be measured & paid for under relevant

item of excavation. As per IS: 5822: 1994 pits of required sizes for

facilitating welding & guniting at circumferential field joints may be

excavated. Trench excavation & back filling should be strictly accordance

with detailed specifications mentioned in IS: 5822: 1994 only.

Pipe Dia. Width of trench at Bottom

600 mm dia. 1.20 M

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I) Preparing Bed and compacting –

The bed of trenches shall be well rammed before laying of the pipe.

Hollows if any shall be filled with murum duly rammed and watered to

required level & grade at the cost of contractor.

J) Mode of Measurement and Payment - The excavation shall be measured & paid in Cubic Meters only.

Dimensions shall be measured correct to two decimals of meter and

quantity shall be calculated to two places of decimals of Cubic Meters.

General –

Underground pipe laying under this contract shall be done for pipeline

to be shown on the drawings or as directed by the Engineer – in – charge to the

correct line and level. The engineer at his discretion may change the alignment

and/ or levels depending on the site conditions. The minimum cover under

roadway, etc. where traffic is expected over the pipeline shall be 120 cm as

specified in IS: 5822. The minimum cover for pipeline along the National

Highway and State Highway shall be generally 90 cm and where traffic is not

expected over the pipeline shall be 60 cm minimum.

Pipes & specials to be laid underground shall be provided either with

wrapping coating or cement concrete encasing as specified separately as per

requirement. Care shall be taken to see that while handling these pipes, the pipe

and wrap coated portion is not damaged. The rate for lowering & laying wrap

coated pipes as specified in the relevant item of Schedule ‘B’ of respective sub

works, includes all expenses on account of labour, machinery, material, etc.

required for complete process of laying. No extra rate for any reason for this

job will be admissible even if the process of lowering & laying of these pipes

requires additional labour, machinery, material, etc. from safety point of view.

Laying Procedure –

The contractor shall lower the pipes of standard lengths; short length

pipes shall be lowered only if found necessary & only after obtaining the

permission of the Engineer – in – charge. The pipes shall be lowered in the

trench on prepared bedding or concrete bedding as per the decision of the

Engineer – in – charge. Pipes shall not be laid on the open rock bottom as the

pipe may damage on account of point load.

The alignment & level shall be checked by theodolite. Cutting of pipes

shall not be allowed for matching the sides of trenches excavated. While

assembling the pipes the ends shall be brought close enough to leave a uniform

gap not exceeding 3 mm. Marginal cutting shall be done if found necessary, for

which no extra payment shall be made. There shall be no lateral displacement

between pipe faces to be jointed.

The contractor shall provide adjustable steel struts of the approved

design for this purpose. Minimum three sets of struts shall be provided per pipe

length of 6 M. They shall be retained till complete refilling is done and

110


properly consolidated or till concrete encasing is set. Any diametric variation

beyond ± 2 % shall have to be rectified by the contractor at his cost, which may

include, removing the section of the pipeline & relaying it along with all other

ancillary operations.

In the trenches where shoring is provided, care shall be taken to see that

during lowering pipes; only required struts are removed at a time with

additional precautions to keep the shoring in position if necessary.

Mode of Measurement and Payment - The pipe shall be measured and paid as per linear meter of pipeline laid,

measured along the centre line on top of the pipe.

To be decided with Executive Engineer, 10 % cost of total sub work of

pipeline work shall be retained till satisfactory hydraulic testing is given as per

IS code.

Providing required number of adjustable struts and all other operations

involved as above shall be deemed to have been included in the item of laying

& no separate payment on this account will be admissible.

ITEM NO. 10, 11 & 19:-

Refilling the trenches with excavated stuff and Disposal of Excavated stuff –

Refilling the trenches of pipelines:

After jointing & welding of pipeline, site guniting and concrete work, refilling

of trenches with available excavated stuff shall be done.

The available excavated stuff shall be laid in layers of 15 cm to 20 cm. Each

layer shall be watered & compacted before; the appear layer is laid till the required

level is reached.

First two layers of 15 cm to 20 cm shall be free from stones or chips or any

harmful material, to protect the pipeline from damage.

Only soil or soft murum shall be used for filling. Originally, filling shall be

done 30 cm to 40 cm above natural ground or road level.

Sinking below the road or ground level, if noticed till the completion of the

work, the contractor shall have to make it level at his cost.

This item includes:

a) Cleaning useful excavated material off rubbish, stones, breaking clods.

b) Covering the useful excavated material up to 50 M and filling in layers,

watering & compacting.

c) All labour, equipment and other arrangements necessary for the satisfactory

completion of the item.

Mode of Measurement and Payment - The rate shall be for a unit of one cubic meter of compacted trench filling with

approved excavated material. The measurement shall be net for the compacted filling

and no deduction for shrinkage or voids shall be made. However, deduction of pipe

volume will be limited from natural ground level only. No payment will made for

111


filling for 30 cm to 40 cm above natural ground level, if so insisted by the Engineer –

in – charge.

Surplus excavated material is the property of UMC. So contractor is not

empowered to sell this excavated material to any other Agency.

This disposal will not be considered for initial 50 meter lead from edge of

pipeline trenches and so will not be paid for it.

The material shall be conveyed by means of suitable devices/ manner. The

material conveyed to the place of disposal shall either be stacked or spread as directed

by the Engineer – in – charge. The route opening & maintenance, payment of any

royalties, compensation to land owners for damages if any, etc. during the process of

conveyance etc. shall be entire responsibility of the contractor.

The item includes all labour, material & equipment required for loading,

unloading, stacking or spreading the material.

The tender rate shall be for one cubic meter of excavation including backfilling

& disposing off surplus excavated stuff within 50 meters to the place of disposal.

The quantity up to two decimal places of a cubic meter shall be measured and paid

for.

In addition to above, work shall be carried out as per section Bd-A-10 of Page

No. 263 of standard specification of PWD.

ITEM NO. 13:-

Laying M. S. Specials and fixtures on prepared bedding in Trenches –

General:

All specials like bends, distance pieces, straps, tapers, saddles, branches,

tees, etc. shall be generally fabricated in the factory. Only small cants or bends

or saddles may be fabricated on site, care being taken to see that the length of

the fabricated fitting is at least equal to the diameter of the pipe to which it is

being fixed. Such fabrication of specials on site shall be done only on approval

of the Engineer – in – charge and at his discretion.

As specified earlier, only cants or bends shall be fabricated on site by

cutting the pipe faces and then welding shall be carried out as specified herein

after & shall be paid separately.

The rate under this item shall be per linear meter of specials laid as

mentioned in Schedule ‘B’ as the case may be and shortest length to be

measured from outside bend.

The rate under this item includes:

a) Local Transportation of Specials.

b) Loading, unloading & hoisting, etc.

c) Laying to correct line & level.

d) Assembling including marginal cutting where required & tack welding, etc.

complete.

112


Straps:

Whenever the pipe laying work proceeds from two ends and if gap

between two faces is less than 30 cm, this gap shall be bridged by providing a

strap. Strap shall be fabricated on site by cutting a piece from the pipe. This

piece shall be split longitudinal & stepped over the gap. A minimum gap of 8

cm shall be kept on both the pipes to be connected. The strap shall be welded

with required number of fillet, welds from inside & outside. The gap between

the ends of strap shall be welded longitudinally Butt Welded. Payment of strap

shall be the rate of fabrication of bends per linear meter length of the strap

provided (including overlaps) and assembling the strap and for tack welding

the same. Fillet welding shall be paid separately.

Distance Pieces:

Distance piece shall be provided when the gap between the pipe faces to

be jointed is more than 30 cm measured in the evening. Distance pieces shall

be cut from the pipe pieces on site or can be cut in factory. These will be

measured & paid for laying as specials, per linear meter length of distance

piece.

Tapers and Bends, etc.:

These shall be fabricated in the factory and shall be welded on site as

per requirements. Laying of tapers shall be paid for laying of specials for the

diameter in the larger size. Bends shall be measured along the mean length &

paid for in the respective item of Bill of Quantities.

Mode of Measurement and Payment - The laying of specials shall be measured and paid as per linear meter of

specials laid, measured along the centre line on top of the specials.

ITEM NO. 14:-

Labour charges for Fixing Sluice Valves/ Butterfly Valves, etc. –

1. General:

The specification laid down the requirement for lowering, laying and

fixing in position Sluice Valves/ Butterfly Valves.

2. Preparation: The Sluice Valves/ Butterfly Valves & tail pieces shall be examined

before laying for cracks & other flaws. Only non damaged specials shall be

used.

The Sluice Valves/ Butterfly Valves shall be operated & checked before

laying. All the four faces shall be thoroughly cleaned & coated with a thin layer

of mineral grease.

113


The tightening of gland shall be checked with a pair of inside calipers.

Clearance between the top of stuffing box and the underside of the gland shall

be uniform on all sides.

3. Jointing Materials:

The contractor shall provide all the necessary jointing materials such as

nuts, bolts, rubber packing, white zinc, jute, lead wool, etc. at his cost. All the

materials shall be got approved by the Engineer – in – charge before use. The

nut bolts shall conform to IS: 1364 & the rubber packing shall conform to IS:

638.

All tools & plants required for installation of Sluice Valves/ Butterfly

Valves shall be provided by the contractor at his cost.

4. Installation:

The Sluice Valves/ Butterfly Valves shall be lowered into trenches

carefully so that no part is damaged during lowering process.

If necessary tailpieces shall be fitted with Sluice Valves/ Butterfly Valves first

outside the trench & then lowered into trench.

The rubber packing shall be three ply & of approved thickness. The

packing shall be of full diameter of the flange with necessary holes and

nominal bore of Sluice Valve. It shall be even at both the inner and outer edge.

The flange faces shall be thoroughly greased.

The valve shall be tightly closed during installation to prevent any

foreign materials from getting in between the working parts of the valve.

The Sluice Valves/ Butterfly Valves shall be installed in such a way that

spindle shall remain in truly vertical position.

The other end of the tailpiece shall be fitted with pipe so that continuous

lines can work. Extra excavation if necessary for facility of lowering & fixing

of Sluice Valve shall not be paid.

5. Testing:

After installation of Sluice Valve/ Butterfly Valve the same is tested to

1.5 times its test pressure.

The joints of Sluice Valve/ Butterfly Valve shall withstand the test

pressure of pipeline.

Leakage noticed during testing & operation of Sluice Valve/ Butterfly

Valve shall be rectified by the contractor at his own cost, without any extra

claim to the entire satisfaction of the Engineer – in – charge.

6. Mode of Measurement and Payment - The measurement shall be taken per number basis of Sluice Valve/

Butterfly Valve fixed at site of work for respective diameter as specified in the

Bill of Quantities and rates thereof.

90 % payment will be made on fixing Sluice Valve/ Butterfly Valve at

site and remaining 10 % payment will be made after satisfactory hydraulic

testing & commissioning of the pipeline.

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ITEM NO. 15 & 16:-

Providing and Laying Plain and Reinforced Cement Concrete –

1. Concrete Proportion :

a) Proportions of concrete for types of work.

i) M–200 - For levelling course, and foundation of chairs and Thrust

blocks, etc.

ii) M–250 - R. C. C. For footing, chairs, anchor blocks, Columns and

encasing of pipelines, etc.

b) General specifications of this item will be as per standard specification of

PWD, latest edition, Section B – 6, BR-29, BR-38, Bd F-3 Page No. 298.

c) Whenever concrete is to laid in trenches, the trench shall be cleaned, and

watered before placing it. The subsoil water which is met shall be removed

and the trench shall be kept dry during and after 2 hours of placing

concrete.

d) Pedestal pier shall be perpendicular to centre line of pipe.

e) Proper seat shall be left on top of pedestal pier to construct saddle. Seat

shall be strictly done within 24 hours, failing which UMC will not accept it

for payment.

f) R. .C. C. Saddle shall be constructed as per detailed drawing. The top of

saddle where pipe rests shall be provided with wearing plate fixed in CM

1:3 smoothly and CM grouting may be done after pipe is placed and no

extra payment will be made for this.

The damages to concrete during laying of pipeline shall be rectified free of cost

by the contractor. The rate for the concrete includes all labour, material, centering,

shuttering, curing, etc. all leads and lifts.

The concrete cube mould 3 Nos. of 15 x 15 x 15 cm size shall be kept at site

during concreting, one test of 6 Nos of 15cm cubes shall be prepared from the

concrete to be used in work for compression test of the first three days operation &

thereafter for every 60 cubic meter of concrete or three days work whichever is less. If

source of aggregate, grading is changed, one set of 6 test cubes shall be taken of each

changed batch. Three cubes shall be tested at 7 days age and three at 28 days in any

approved Testing Laboratory. All the testing charges for slump test, bulkage test and

contractor shall pay compression test, etc. The entire responsibility of the testing of

materials will be borne by the contractor.

Mixing of concrete shall be done with concrete mixers.

For providing electric wiring duct tubes of the required diameter and length shall

be provided through wall beams and floor slabs as and when directed without any

extra cost.

a) The contractor will make his own arrangement for receiving all material, tools,

etc. required for the work.

b) No extra charges for the carriages of water will be allowed.

115


c) The rates for all items are inclusive of all charges such as carting, lifting, etc.

No extra payment for any lead and lifts will be paid for any item.

d) The contract should not be Sublette without written permission of the Engineer

– in – charge.

2. Requirement of Strength of Concrete :

a) Controlled Concrete:

Full payment shall be made when 80 % of the test cube results are equal

to and above the minimum specified strength and the remaining 20 % of

the results are above 80 % of the specified strength.

b) Ordinary Concrete:

Full payment shall be made when 75 % of the test cube results are equal

to and above the minimum specified strength and the remaining 25 % of

the results are above 75 % of the specified strength.

Cases falling outside and above limit shall be examined by the Engineer –

in – charge on merits in each case.

3. Mix Design:

The following instructions shall be followed as regards preliminary

design of mix and methods of batching of plain and reinforced cement

concrete. These instructions should be treated as supplementary to the relevant

provision in the specifications for the respective items contained in the book of

standard specifications and will be cancelled if the provisions contained

therein wherever they are contrary to the following instructions.

The preliminary mix design and batching for various grades of concrete

shall be governed by the following guidelines.

Concrete Grade Guidelines

1. Up to M-15 This should only be ordinary concrete. No change

may be prescribed in the present practice as regards

preliminary design of mix and permitting volume

batching.

2. M-20 to M-25 Preliminary mix design must be carried out

for these mixes. However, weigh batching shall be

insisted for cement only for concrete M-20 and

above.

3. Above M-25 Preliminary mix design must be prepared

for such mixes. Weigh batching should be insisted

for cement, fine aggregate and course aggregate.

For the grades of concrete M-20 and above the preliminary mix design

shall be carried out from the approved laboratory. The rate quoted by the

contractor in the agreement for these items shall be final and binding on him

116


irrespective of content of cement required as per preliminary mix design and

there shall no adjustment in the agreement rate for these item on this account.

The charges for preliminary design of concrete mix shall be entirely

borne by the contractor.

For grades of concrete M-20 and above where cement is to be used by

weighment, the cost of extra cement required to make up the underweight bags

shall be borne by the contractor.

4. Mode of Measurement and Payment - The tender rate shall be for one cubic meter of concrete. The concrete

shall be measured for its length, breadth and depth-limiting dimensions to

those specified in drawing or as directed by the Engineer – in – charge.

ITEM NO. 17:-

Providing and Fixing Steel Bar Reinforcement –

1. Details :

The item provides for supply of tor steel bars, cutting, bending, and

binding with binding wire and placing in position, welding for reinforcement in

the R. C. C.

Tor steel bars shall conform to specification A-10 of Standard

Specifications of PWD latest edition.

The binding wire shall conform to specification A-15 of Standard

Specifications of PWD latest edition.

During contractor’s supply, if any, the steel bars shall be supplied

directly to the site of work. Bending reinforcement shall conform accurately to

the dimensions and shapes in the detailed drawings (approved) or as directed

by the Engineer – in – charge.

Bars shall be bend cold only. In no way bending by heat will be allowed.

Bars with kinks, bends or cracks shall not be used. Details of length, size, laps

and bending diagram shall be got approved by the Engineer – in – charge.

As far as possible full lengths of bars shall be placed as per drawing

details. When full lengths are not available, bars be spliced only after written

permission of the Engineer – in – charge. Splices shall be staggered and in

tension zone shall be avoided strictly. Bars shall be lapped as specified in IS:

456:1978 with due regards to the grade of concrete. Welding may be used for

large diameter of bar only after permission of the Engineer – in – charge.

Welding if permitted shall conform to specification B.10.7 of Standard

Specification of PWD.

All reinforcement shall be accurately placed in position with spacing

and cover shown in detailed drawing and firmly held during the placing &

setting of concrete. Bars shall be tied at all intersections. Binding wire of 1.63

mm or 1.2 mm diameter (about 16 or 18 gauge) shall be used. Spacing of the

bars shall be maintained by means of stay blocks, ties, spaces, intervals so that

bars will not be displaced during placing, vibrating or compacting concrete.

117


Placing bars for reinforcement on a layer of fresh concrete work in progress

will not be permitted. The use of pieces of broken stones or bricks or wooden

blocks will not be permitted. Layers of bars shall be separated by precast

cement blocks, spacer bars or other devices.

Full details of numbers, sizes, lengths, weights, laps, welds, spacing of

bars placed in position in different parts of the work shall be recorded by the

contractor and certified and signed bending diagram shall be got approved by

the Engineer – in – charge or his representative to show that all reinforcement

has been placed correctly as per sanctioned drawing or as directed by the

Engineer – in – charge in writing, before placing concrete. No concrete shall be

placed in position until the Engineer – in – charge or his representative has

inspected and certified the correctness of reinforcement, recorded the steel

measurements & has given permission in writing to place concrete. After

approval of reinforcement as above, it will be the contractor’s responsibility to

see that the spacing of reinforcement and arrangements are not tampered with

any way before or during concreting.

If the contractor has to supply his own steel, he shall produce the test

certificate. In addition, actual test shall be carried out according to IS: 432:1966

in an approved laboratory and the cost of test shall be borne by the contractor,

including all transport, etc.

The item includes:

a) Cost of labour, material, use of tools, plant and tackles & other

incidental items to complete the work satisfactorily.

b) Supplying, conveying, cleaning, cutting, bending, binding with 1.63 mm

or 1.2 mm diameter (about 16 or 18 gauge) wire on spot, welding if

necessary & placing reinforcement in position & maintaining it clean

and in position till the concrete is laid.

c) Cost of sampling & testing, as required. In no case any foreign material

e.g. oil, grease, etc. which prevent bonding between steel & concrete

shall remain on steel bars during placing of concrete. Reference to

section Bd-F-17 page No 306 of Standard Specification of PWD shall be

made.

2. Mode of Measurement and Payment –

The tender shall be on weight basis for Metric Ton of steel

reinforcement. The weight of steel reinforcement used for the item of concrete

will be measured in Tones based on total compacted weight for the sizes and

lengths of bars as shown in drawing or as directed by the Engineer – in –

charge.

The length of the bars shall be measured correct to two places of

decimals of meters. The weights for payments shall be calculated according to

standard weights mentioned in the IS handbook correct up to 0.10 Kg.

118


However, no extra claim for overweight of steel will be considered for

payment. It is contractor’s responsibility to bring the steel as per standard

weight.

ITEM NO. 18:-

Construction of R. C. C. Valve Chambers –

The work shall be carried out as per description of item and as directed by the

Engineer – in – charge and relevant Indian Standard Specifications.

Mode of Measurement and Payment - The measurement shall be taken per number basis of R. C. C. Valve

chamber constructed at site of respective internal size & depth as specified in

the Bill of Quantities and rates thereof.

Payment will be made after satisfactory completion of the work.

ITEM NO. 19 & 20:-

Refilling the trenches with excavated stuff and Disposal of Excavated stuff –

Refilling the trenches of pipelines:

After jointing & welding of pipeline, site guniting and concrete work, refilling

of trenches with available excavated stuff shall be done.

The available excavated stuff shall be laid in layers of 15 cm to 20 cm. Each

layer shall be watered & compacted before; the appear layer is laid till the required

level is reached.

First two layers of 15 cm to 20 cm shall be free from stones or chips or any

harmful material, to protect the pipeline from damage.

Only soil or soft murum shall be used for filling. Originally, filling shall be

done 30 cm to 40 cm above natural ground or road level.

Sinking below the road or ground level, if noticed till the completion of the

work, the contractor shall have to make it level at his cost.

This item includes:

e) Cleaning useful excavated material off rubbish, stones, breaking clods.

f) Covering the useful excavated material up to 50 M and filling in layers,

watering & compacting.

g) All labour, equipment and other arrangements necessary for the satisfactory

completion of the item.

Mode of Measurement and Payment - The rate shall be for a unit of one cubic metre of compacted trench filling with

approved excavated material. The measurement shall be net for the compacted filling

and no deduction for shrinkage or voids shall be made. However, deduction of pipe

volume will be limited from natural ground level only. No payment will made for

filling for 30 cm to 40 cm above natural ground level, if so insisted by the Engineer –

in – charge.

119


Surplus excavated material is the property of UMC. So contractor is not

empowered to sell this excavated material to any other Agency.

This disposal will not be considered for initial 50 metre lead from edge of

pipeline trenches and so will not be paid for it.

The material shall be conveyed by means of suitable devices/ manner. The

material conveyed to the place of disposal shall either be stacked or spread as directed

by the Engineer – in – charge. The route opening & maintenance, payment of any

royalties, compensation to land owners for damages if any, etc. during the process of

conveyance etc. shall be entire responsibility of the contractor.

The item includes all labour, material & equipment required for loading,

unloading, stacking or spreading the material.

The tender rate shall be for one cubic metre of excavation including backfilling

& disposing off surplus excavated stuff within 50 metres tothe place of disposal.

The quantity up to two decimal places of a cubic meter shall be measured and paid

for.

In addition to above, work shall be carried out as per section Bd-A-10 of Page

No. 263 of standard specification of PWD.

ITEM NO. 21:-

Dewatering the excavated Trenches...

1. Control of water: The contractor shall furnish, install and operate all necessary machinery,

appliances and equipments and shall employ all labour necessary to keep excavations

free from water during construction & shall dispose of water so as not to cause

flooding of construction works, injury to private property or persons, or to cause a

nuisance or menace. Before, during or just after any construction works including pipe

laying, excavation shall be kept free of water. Berms shall be provided to prevent

surface water from draining into structural excavations. Earth banks shall be suitably

protected from damage by erosion during construction. Any damage occurring shall

be repaired by the contractor at his expenses in a manner approved by the Engineer –

in – charge. The dewatering shall be treated as included in the item of excavation

unless otherwise provided for in the tender item. When dewatering is separately

provided for specific item, it will deem to include all cost of fuel, labour required for

the job and all expenses related to this job. All machinery & equipment are supposed

to be arranged by the contractor at his cost. The item of dewatering includes any work

of coffer dam, diversion of river/ nallah flow, etc. unless specific provision for such

item exists under a separate item. In addition to above, work shall be carried out as per

Section No. BR-4 Page No. 104 & 105 of standard specification of PWD.

Mode of Measurement and Payment - The measurement shall be taken per BHP hour basis of pumps provided at site

of work of respective capacity as specified in the Bill of Quantities and rates thereof.

Payment will be made after satisfactory completion of the work.

120


ITEM NO. 22:-

Making Cross Connection – The work shall be carried out as per description of item and as directed by the

Engineer – in – charge and relevant latest specifications of CPHEEO Handbook.

Mode of Measurement and Payment - The measurement shall be taken per number basis of cross connection made at

site of respective diameter as specified in the Bill of Quantities and rates thereof.

Payment will be made after satisfactory hydraulic testing & commissioning of

the pipeline.




121




LIST OF TECHNICAL SPECIFICATIONS

APPENDIX - I

Details of respective I. S. Specifications and approved makes for materials to

be used for supply of material including revised version of specifications to be

referred.

Sr.

No.

Material I. S .S. No Approved Make

1 C. I. Pipe 1536/2001 Firms on Rate Contract of D. G. S.

& D.

2 A. C. Pipes ISO - 160 S. S. I. Unit Registered with Govt.

of Maharashtra & holding valid B.

I. S. License.

3 C. I. D. Joints 8794/1978

ISO-160

S. S. I. Unit Registered with Govt.


I. S. License.

4 Tyton Rubber Gaskets 5382/1985

12820/1989

S. S. I. Unit Registered with Govt.


I. S. License.

5 Jiffy Mechanical Joints 13382/1992

Table - 13

Manufacturers approved by M.J.P

6 C.I.D/F Sluice Valves IS-14846-2000 Manufacturers approved by M.J.P

7 Air Valves IS – 10845 &

IS-14845-2000


8 M. S. Pipes IS - 3589/

2001, IS –

5822:1977


9 Electrodes IS 819/1971 Manufacturers approved by M.J.P

10 Welding IS 816/1969

11 Welding Joints IS 3600 Part –

I /1985

12 Tensile Test IS:223/ IS:226 Manufacturers approved by M.J.P

13 Structural Steel IS 2062 / 1982 Manufacturers approved by M.J.P

14 Methods of Sampling of Steel

Pipe Tubes & Fittings

IS 4711 / 1964

15 Methods of Tensile Tests of

Steel Tubes

IS – 1894/

1972

16 Methods of Chemical Analysis IS 228

122


of Steel

17 D. I. Specials & Fittings IS - 9523 Manufacturers approved by M.J.P

18 G. I. Pipes IS – 1239/

2004

19 Sluice valves for water works

purposes 50 to 1200 mm size

IS: 14846:

2000

20 Butterfly valves for general

purposes

IS: 13095:

1991

21 Resilient seated cast iron Air

relief valves for water works

purposes

IS: 14845:

2000

22 Swing check type reflux (Non

return) valves for water works

purpose

IS: 5312 (Part-

I): 2004

23 D. I. Pipes IS:8329: 2000 Manufacturers approved by M.J.P




123




APPENDIX OF CIVIL, SPECIAL SPECIFICATIONS

LIST OF INDIAN STANDARDS

APPENDIX - II

The following Indian Codes (Latest Edition) shall be followed for the items

approved in the specifications of Schedule – B of this tender.

Approve cause and fine, from is 383: 1970 natural sources for concrete

(Second Edition)

S. No Material I. S. S. No

1 Concrete Aggregate IS: 6461 (Part-I)/ 1971

2 Burnt clay building bricks, heavy duty (first

revision)

IS: 2180:1970

3 Burnt Clay building bricks, heavy duty (Second

revision)

IS: 3495 Part I to IV/

1970

4 Masonry Cement (First Revision) IS: 3466:1967

5 Ordinary and low heat Portland cement (Third

Revision)

IS: 269:1976

6 White Portland Cement IS: 8042E: 1976

7 Plain and reinforced concrete, code of practice for

(Second Revision)

IS: 456:1964

8 Construction of stone masonry code of practice for

Part –I (Rubble stone masonry)

IS: 1081:1960

9 Fixing and glazing of metal (Steel and aluminium

door, windows and ventilators)

IS: 1081:1960

10 Hot rolled Steel sections for doors windows and

ventilators

IS: 7452:1974

11 Steel windows for industrial buildings IS: 1361:1959

12 Timber door, windows and ventilator frames (first

revision)

IS: 1003 (Part – I) 1977

13 Window and ventilator shutters (First Revision) IS: 1003 (Part-II) 1966

14 Laying and finishing of cement concrete flooring,

tiles code of practice for (First Revision)

IS: 1443: 1972

15 Laying in situ cement concrete flooring code of

practice for (first revision)

IS: 2571: 1970

16 Laying in situ granolithic concrete floor tapping

code of practice for

IS: 5491: 1969

17 Liquid flow measurement in open channel of weirs IS: 6330: 1971

124


and flumes and depth method of estimation of flow

in rectangular channel with a free overall

approximate method).

18 Calculation of settlement of foundations code of

practice for shallow foundations instructed to

symmetrical static vertical loads Design and

construction of machine foundation code of

practice for foundation to reciprocating type

machine (First Revision)

IS: 2974 (Part-I): 1969

19 Foundation for rotary type machine diagram and

high frequency (First Revision)

IS: 2974 (Part-II): 1969

20 Foundation of rotary type machine of low

frequency design and construction of raft

foundation code of practice for

IS: 2974 (Part-IV): 1968

21 Design (First Revision) IS: 2950 (Part-I): 1974

22 Design and construction of simple spread of

foundation code of Practice for site investigation of

foundations, code of practice

IS: 1892: 1962

23 Structural safety of buildings: Foundation, code of

practice (First Revision)

IS: 1904: 1966

24 Industrial ventilation code of practice for (First

revision)

IS: 3103: 1975

25 Safety requirements for floor and wall openings

railing and toe board

IS: 4912: 1968

26 Structural safety of building loading, standard code

of practice for revised

IS: 875: 1964

27 Asbestos cement building, pipes, gutters and fitting

CZ (Spigot and socket type)

IS: 1626: 1960

28 Asbestos pipe (with and without reinforcement

(Second revision)

IS: 458: 1971

29 High density polyethylene pipes for durable water

supplies (First Revision)

IS: 4985: 1968

30 Un-plasticized PVC pipes for potable water

supplies

IS: 4895: 1968

31 Application for lime plaster finish code of practice

for

IS: 4934: 1965

32 Painting concrete, masonry and plaster surfaces

code of practice for Operation and workmanship

Schedules

IS: 2395 (Part-I): 1966

IS: 2395 (Part-II): 1966

33 White washing and colour washing code of practice IS: 6278: 1971

34 Bending and fixing of bars for concrete

reinforcement code of practice

IS: 2502: 1963

35 Cold twisted steel bars for concrete reinforcement

(Revised)

IS: 1139: 1966

IS: 1786:1966

36 Deformed bars for concrete reinforcement the IS: 1139: 1966

125


rolled mild steel and medium tensile steel (revised)

37 Mild steel and medium tensile steel bar and binding

wire for concrete reinforcement (Second revision)

IS: 2527: 1968

38 Mild steel and medium tensile steel bars (Second

Revision)

IS: 432 (Part-I): 1966

39 Fixing rain water gutter and down pipes for new

drainage code of practice for

IS: 2527: 1968

40 Scaffolds and ladders safety code of scaffolds IS: 3696 (Part-I): 1966

41 Dimensions of natural building stones

recommendation of (First Revision)

IS: 1129: 1972

42 Determination of durability of natural building

stones of test for (First Revision)

IS: 1128: 1974

43 Dressing of stones, method of Investigation of

natural building stones (First Revision)

IS: 1123: 1975

Concrete structures for the storage of lands, code of

practice for

44 General IS: 3370(Part-I): 1965

45 Reinforced concrete structures IS: 3370 (Part-II): 1965

46 Pre stressed concrete structures IS: 3370 (Part-III): 1967

47 Design tables IS: 3370 (Part-IV): 1967

48 Earth quake resistant design & construction criteria

for building code of practice for (Third revision)

IS: 4326: 1976

49 Earth quake resistant design of structure criteria for

(Third revision)

IS: 1893: 1972

50 Installations of joints in concrete pavements edge

of practice for

IS: 9622: 1972

Safety and design of structures subject to

underground blasts criteria for

51 Flooring tile, cement concrete IS: 1237: 1959

52 Glazed earthenware tiles (first Revision) IS: 777: 1970

53 Application of cement and cement lime plaster

finishes code of practice for (First Revision)

IS: 1661: 1972

54 Brick work code of practice for IS: 2212: 1962

55 Lime mortar for use in buildings code of practice

for preparation of (First Revision)

IS: 1625: 1971

56 Structural safety of buildings masonry with code of

practice for (first revision)

IS: 1905: 1959

57 Application of bitumen mastic for water proofing

of roofs, code of practice

IS: 4365: 1967

58 General design, details and preparatory work for

damp proofing and water proofing of buildings

code of practice 4 for

IS: 3067: 1966

59 Integral cement water proofing compounds (first

revision)

IS: 2645: 1975

60 Building drainage, code of practice for (first IS: 1742: 1972

126


revision)

Design and construction of septic tanks, code of

practice for

61 Small Installation (First Revision) IS: 2470 (Part-I): 1965

62 Large installation (First Revision) IS: 2470 (Part-II): 1971

63 Laying of cast iron pipes code of practice for IS: 3114: 1965

64 Laying of cast iron specials code of practice for IS: 783: 1969

65 Laying of glazed stoneware pipes code of practice IS: 4127: 1967

66 Laying of welded steel pipes for water supply code

of practice

IS: 5822: 1970

67 Sanitary pipe work above ground for building IS: 5329: 1969

68 Flushing cistern for urinals (first revision) IS: 2326: 1970

69 Automatic flushing cisterns for water closets and

urinals (valves siphon type) Third revision

IS: 774: 1971

70 Glossary of terms relating to cement concrete Form

work of concrete

IS: 6461 (Part-V): 1972

71 Mixing, laying, compaction, curing and other

instruction aspects

IS: 6461 (Part-VII): 1973




127





Laying and jointing 600 mm.dia. D.I. Pipe line from Forest

Naka to Radha Swami hall at Ulhasnagar-3.

DECLARATION

I hereby declare that I have made myself thoroughly conversant with the

local conditions regarding all materials such as stones, murum, sand,

availability of water, etc. and labour on which I have based my rates for this

work. The specifications and requirements for this work have been carefully

studied and understood by me before submitting the tender. I undertake to use

only the best materials to be approved by the Engineer – in – charge of the

work before starting the work and also abide by this decision.

I hereby undertake to pay the labour engaged on the work as per

Minimum Wages Act, 1984 applicable to the zone concerned or any other as

applicable.

Signature of Contractor

128



WATER SUPPLY & SEWERAGE DEPATMENT


Laying and jointing 600 mm.dia. D.I. Pipe line from Forest

Naka to Radha Soami hall at Ulhasnagar-3.

Final List of Documents to be Uploaded Online:

The following documents should be uploaded by the tenderers in the same order as mentioned

below, in the form of PDF Files on the e-Tendering website during Online Bid

Upload/Submission stage.

Sr.

No. List of Documents

1 Registration of Contractor

2

Experience Certificate of such works and along with the statement showing the

work executed under Government / Semi Government/ Corporation only. The

Certificate should be signed by the officer not below the rank of Executive

Engineer.

3 Audited Report for last 3 years 2010-2011, 2011 – 2012, 2012 – 2013 showing

turnover minimum 30% of the estimated cost.

4 Audit Report for 2011 – 2012 showing minimum net worth 50% of the estimated

cost.

5 List of machineries available

6 List of Technical persons

7 Registered copy of Joint Venture/ Partnership Deed of the firm and Power of

Attorney of the Representative of the firm.

8 Pan Card for income tax.

9 Similar type of work in hand. (As per Sr. No.-2 above)

10 Scanned copy of both sides of stamped Bank Challan for amount deposited

towards tender document fees.

11 Scanned copy of both sides of stamped Bank Challan for amount deposited

towards Earnest Money Deposit.

12 Declaration

Note: During Online Bid Upload/Submission, apart from the above mentioned documents, if

any need arises to upload additional documents, an option of ‘Upload Additional

Documents’ has been provided in the e-Tendering software which will be available to

bidders during Online Bid Upload/Submission stage.