ULHASNAGAR MUNICIPAL CORPORATION - e...
Transcript of ULHASNAGAR MUNICIPAL CORPORATION - e...
1
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
2
Contractor No. of corrections Executive Engineer
ULHASNAGAR MUNICIPAL CORPORATION
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
3
Contractor No. of corrections Executive Engineer
ULHASNAGAR MUNICIPAL CORPORATION
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.
4
Contractor No. of corrections Executive Engineer
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.
5
Contractor No. of corrections Executive Engineer
ULHASNAGAR MUNICIPAL CORPORATION
WATER SUPPLY AND SEWERAGE DEPT.
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:
6
Contractor No. of corrections Executive Engineer
ULHASNAGAR MUNICIPAL CORPORATION
WATER SUPPLY AND SEWERAGE DEPT.
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.
8
Contractor No. of corrections Executive Engineer
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
9
Contractor No. of corrections Executive Engineer
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.
10
Contractor No. of corrections Executive Engineer
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.
11
Contractor No. of corrections Executive Engineer
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
Water Supply & Sewerage Department
Ulhasnagar Municipal Corporation.
Ulhasnagar- 3
13
Contractor No. of corrections Executive Engineer
ULHASNAGAR MUNICIPAL CORPORATION, ULHASNAGAR
WATER SUPPLY & SEWERAGE DEPARTMENT
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.
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.
Contractor Executive Engineer
Water Supply & Sewerage Department
Ulhasnagar Municipal Corporation
15
Contractor No. of corrections Executive Engineer
FORM B-1
ULHASNAGAR MUNICIPAL CORPORATION
PERCENTAGE RATE TENDER AND CONTRACT FOR WORKS
CORPORATION
DIVISION
ULHASNAGAR MUNICIPAL CORPORATION,
WATER SUPPLY & SEWERAGE DEPARTMENT
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.
16
Contractor No. of corrections Executive Engineer
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.
17
Contractor No. of corrections Executive Engineer
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
18
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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
Ulhasnagar Municipal Corporation.
(*) Signature of
the officer by
whom accepted.
Executive Engineer
Dated _________Day of _______2013
21
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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
2/3 % of the work 2/3 % of the time
3/4 % of the work 3/4 % 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
Contractor No. of corrections Executive Engineer
(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
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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 No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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.
Contractor Executive Engineer
Water Supply & Sewerage Department
Ulhasnagar Municipal Corporation
51
Contractor No. of corrections Executive Engineer
ULHASNAGAR MUNICIPAL CORPORATION
WATER SUPPLY & SEWERAGE DEPARTMENT
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.
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.
Contractor Executive Engineer
Water Supply & Sewerage Department
Ulhasnagar Municipal Corporation
52
Contractor No. of corrections Executive Engineer
ULHASNAGAR MUNICIPAL CORPORATION
WATER SUPPLY & SEWERAGE DEPARTMENT
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.
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.
Contractor Executive Engineer
Water Supply & Sewerage Department
Ulhasnagar Municipal Corporation
Sr. No. Particulars Quantity Rate Unit Place of Delivery
--------------
NIL
-------
------
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
66
Contractor No. of corrections Executive Engineer
ULHASNAGAR MUNICIPAL CORPORATION, ULHASNAGAR
WATER SUPPLY & SEWERAGE DEPARTMENT
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.
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
Contractor No. of corrections Executive Engineer
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.
68
Contractor No. of corrections Executive Engineer
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
69
Contractor No. of corrections Executive Engineer
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:
70
Contractor No. of corrections Executive Engineer
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
71
Contractor No. of corrections Executive Engineer
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.
72
Contractor No. of corrections Executive Engineer
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
73
Contractor No. of corrections Executive Engineer
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
74
Contractor No. of corrections Executive Engineer
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
75
Contractor No. of corrections Executive Engineer
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
76
Contractor No. of corrections Executive Engineer
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.
77
Contractor No. of corrections Executive Engineer
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.
78
Contractor No. of corrections Executive Engineer
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
79
Contractor No. of corrections Executive Engineer
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
80
Contractor No. of corrections Executive Engineer
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
81
Contractor No. of corrections Executive Engineer
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.
Contractor Executive Engineer
Water Supply & Sewerage Department
Ulhasnagar Municipal Corporation
82
Contractor No. of corrections Executive Engineer
ULHASNAGAR MUNICIPAL CORPORATION, ULHASNAGAR
WATER SUPPLY & SEWERAGE DEPARTMENT
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.
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
83
Contractor No. of corrections Executive Engineer
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
84
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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
86
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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.
88
Contractor No. of corrections Executive Engineer
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.
89
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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.
Contractor Executive Engineer
Water Supply & Sewerage Department
Ulhasnagar Municipal Corporation
92
Contractor No. of corrections Executive Engineer
ULHASNAGAR MUNICIPAL CORPORATION, ULHASNAGAR
WATER SUPPLY & SEWERAGE DEPARTMENT
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.
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
Contractor No. of corrections Executive Engineer
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.
Contractor Executive Engineer
Water Supply & Sewerage Department
Ulhasnagar Municipal Corporation
95
Contractor No. of corrections Executive Engineer
ULHASNAGAR MUNICIPAL CORPORATION, ULHASNAGAR
WATER SUPPLY & SEWERAGE DEPARTMENT
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.
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.
96
Contractor No. of corrections Executive Engineer
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.
97
Contractor No. of corrections Executive Engineer
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
98
Contractor No. of corrections Executive Engineer
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.
99
Contractor No. of corrections Executive Engineer
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
100
Contractor No. of corrections Executive Engineer
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.
101
Contractor No. of corrections Executive Engineer
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.
102
Contractor No. of corrections Executive Engineer
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.
103
Contractor No. of corrections Executive Engineer
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
hydraulic testing & commissioning of pipeline.
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
104
Contractor No. of corrections Executive Engineer
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.
105
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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
hydraulic testing & commissioning of pipeline.
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.
107
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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
109
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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.
114
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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.
Contractor Executive Engineer
Water Supply & Sewerage Department
Ulhasnagar Municipal Corporation
121
Contractor No. of corrections Executive Engineer
ULHASNAGAR MUNICIPAL CORPORATION, ULHASNAGAR
WATER SUPPLY & SEWERAGE DEPARTMENT
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.
of Maharashtra & holding valid B.
I. S. License.
4 Tyton Rubber Gaskets 5382/1985
12820/1989
S. S. I. Unit Registered with Govt.
of Maharashtra & holding valid B.
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
Manufacturers approved by M.J.P
8 M. S. Pipes IS - 3589/
2001, IS –
5822:1977
Manufacturers approved by M.J.P
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
Contractor No. of corrections Executive Engineer
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
Contractor Executive Engineer
Water Supply & Sewerage Department
Ulhasnagar Municipal Corporation
123
Contractor No. of corrections Executive Engineer
ULHASNAGAR MUNICIPAL CORPORATION, ULHASNAGAR
WATER SUPPLY & SEWERAGE DEPARTMENT
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
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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
Contractor No. of corrections Executive Engineer
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
Contractor Executive Engineer
Water Supply & Sewerage Department
Ulhasnagar Municipal Corporation
127
Contractor No. of corrections Executive Engineer
ULHASNAGAR MUNICIPAL CORPORATION, ULHASNAGAR
WATER SUPPLY & SEWERAGE DEPARTMENT
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.
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
Contractor No. of corrections Executive Engineer
ULHASNAGAR MUNICIPAL CORPORATION
WATER SUPPLY & SEWERAGE DEPATMENT
Name of work :- 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.
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.