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GOVERNMENT OF MAHARASHTRA

MUMBAI PUBLIC WORKS REGION, MUMBAI.

MUMBAI PUBLIC WORKS CIRCLE, MUMBAI.
NORTH MUMBAI PUBLIC WORKS DIVISION,
ANDHERI, MUMBAI.

B-1

TENDER PAPERS
e-Tendering System
FOR THE WORK OF

Name of Work:- MOW to Labour Commissioner office BKC Bandra

Mumbai. (Repairs & Renovation of Toilet Block) (Gr to 3rd
& 5th to 8th floor).

Amount put to Tender. : Rs. 90,16,570/-

Earnest Money Deposit. : Rs. 91,000/-

http://mahatenders.gov.in

EXECUTIVE ENGINEER
NORTH MUMBAI PUBLIC WORKS DIVISION,
ANDHERI, MUMBAI.
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NAME OF WORK: - MOW to Labour Commissioner office BKC Bandra Mumbai.

(Repairs & Renovation of Toilet Block) (Gr to 3rd & 5th to 8th floor).

INDEX
Sr. DESCRIPTION PAGES
No.
From To
1. Disclaimer & General information of contract 1 4
2. Brief Tender Notice 5 6
3. Detailed Tender Notice 7 23
4. Scope of work 24 24
5. Agreement Form B-1 & Conditions of Contract. 25 59
6. Schedule ‘A’ 60 60
7. Additional Conditions &Additional conditions for Materials to 61 63
be brought by Contractor.
8. Integrity Pact 64 71
9. Additional General Conditions 72 100
10. Technical Conditions & Additional Specifications. 101 119
11. Quality Assurance and Maintenance. 120 120
12. Schedule “B” Civil Works 121 131
13. Schedule “C”, Item wise Specifications. 132 143
14. Model Form of Bank Guarantee Bond for Security Deposit., 144 146
Guarantee Bond for Waterproofing Treatment And Anti termite
treatment & European stone plaster
15. Declaration of Contractor 147 147
16. Drawings. 148 148

Issued to _________________________________________________________

AS PER D.R./T.R. NO. ____________________ Dated :____________________

Divisional Accounts Officer (Grade-I)

To Executive Engineer
North Mumbai(P.W). Division,Andheri Mumbai.

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D ISCLAIMER

1. Detailed Time Table for the various activities to be performed in e-tendering process by the
Tenderer for quoting their offer is given in this Tender Document under “Tender Schedule”.
Contractor should carefully note down the cut-off dates for the carrying out each e-tendering
process / activity.

2. Every effort is being made to keep the Website upto date and running smoothly 24 x 7 by the
Government and the Service Provider. However, Government takes no responsibility, and
will not be liable for, the website being temporarily unavailable due to any technical issue at
any point of time.

3. In that event Public Works Department will not be liable or responsible for any damages or
expenses arising from any difficulty, error, imperfection or inaccuracy with this Website. It
includes all associated services, or due to such unavailability of the Website or any part
thereof or any contents or any associated services.

4. Tenderers must follow the time table of e-tendering process and get their activities of e-
tendering processes done well in advance so as to avoid any inconvenience due to
unforeseen technical problem if any.

5. Public Works Department will not be responsible for any incomplete activity of e-tendering
process of the tenderer due to technical error/ failure of website and it cannot be challenged
by way of appeal, arbitration and in the Court of Law. Contractors must get done all the e-
tendering activities well in advance.

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GOVERNMENT OF MAHARASHTRA
PUBLIC WORKS DEPARTMENT

Original Agreement No. : B-1/

NAME OF WORK :- MOW to Labour Commissioner office BKC Bandra Mumbai.

(Repairs & Renovation of Toilet Block) (Gr to 3rd & 5th to 8th floor).

Name of Contractor :___________________________________

Date of Receipt of Tender : As per online tender schedule.

No. & Date of Work Order :___________________________________

Amount put to Tender :- Rs, 90,16,570/-

Percentage quoted :___________________________________

Amount of Contract :___________________________________

Date of commencement :___________________________________

Time stipulated for completion of work : 300 Days (Including Monsoon) from the date of written order
to start work, which will include the monsoon period.

Date of completion as per agreement : __________________________________

Actual Date of Completion : __________________________________

Reference to sanction of tender

Extension of time limit : 1) ____________________________

2) ____________________________

3) ____________________________

Certified that this original Agreement contains: Pages 1 to 148

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DETAILS OF WORK
NAME OF WORK :- MOW to Labour Commissioner office BKC Bandra Mumbai.
(Repairs & Renovation of Toilet Block) (Gr to 3rd & 5th to 8th floor).

Estimated Cost put to tender : Rs. 90,16,570/-

Earnest Money : Rs. 91,000/- only.

The EMD applicable amount shall be paid via online mode only. (EMD Exemption Certeficate
will not be accepted) Total Security Deposit 2% (Two percent) Rs, 1,82,000/- (50% in FDR at the time of
Agreement and 50% from R.A. bills).

TENDER SCHEDULE
Cost of Tender Form : Rs. 1180/- (Including GST)

Period for Downloading Tender Forms : Refer Online schedule on portal

http://mahatenders.gov.in

Last date and time for online bid preparation and : Refer Online schedule on portal
hash submission ( technical and financial ) http://mahatenders.gov.in

Date and time for online bid data decryption and : Refer Online schedule on portal
Re-encryption ( technical and commercial ) http://mahatenders.gov.in

Receipt of online EMD / stamp paper of Rs. Document Tender Fee and EMD to be paid
100/- bond Affidavit (Original) in prescribed via online mode only (EMD Exemption
Format given in Annexure I sworn before Executive Certeficate will not be accepted)
Magistrate / Notary and Tender Document fees,&
EMD to be paid online only via Payment Gateway
mode /TDR of Additional performace Security
Deposit(if required) / Location Map of Hot Mix Plant

Registration Class of Contractor : Class IV and above

TO BE FILLED BY THE CONTRACTOR

I/We have quoted my/our offer in percentage rate in words as well as in figures. I/We further
undertake to enter into contract in regular ‘B-1’ form in Public Works Department.

Name and signature of contractor / Power of Attorney holder with complete address.
.

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Government of Maharashtra
Public Works Department
North Mumbai (P.W.) Division, Andheri
E- Tender Notice No. 69 (2023-2024.)
E-mail address:- northmumbai.ee@mahapwd.com Telephone/Fax Number :- 26231964/26205788
E-Tender for the following work in B-1 Form is invited via online e-tendering system from Registered Contractor of Eligible
Class by the Executive Engineer, North Mumbai (P.W.) Division, Andheri (w), Mumbai-58 in behalf of Government of Maharashtra.
Tender Documents are downloaded from Government of Maharashtra portal https://mahatenders.gov.in & www.mahapwd.com. Right
to select or reject is reserved by The Superintending Engineer, Mumbai (P.W) Circle, Mumbai & Executive Engineer, North Mumbai
(P.W.) Division, Andheri (w), Mumbai-58. Tender with condition is never accepted.

Sr. Name of Work Estimated

No. Cost
Renovation & Repairs to 156 Police Qrts. Type-III, Building-I, Kandivali (W), Mumbai.
1
Rs.11816220/-
Renovation & Repairs to 156 Police Qrts. Type-IV, I Building, (16 Qrts) Kandivali (W), Mumbai.
2
Rs.14992208/-
MOW to Gulistan Compound, Bldg. No. 'C' - Repairs to flooring, plaster, painting, WC/bath, door,
3 window, kitchen platform, waterproofing, external plaster & painting, drainage line & vertical cast Iron, soil Rs.9358673 /-

pipe, waste water pipe, PVC pipe & water supply pipe line etc. at Gulistan compound, ghatkopar (W.), Mumbai.
MOW to Gulistan Compound, Bldg. No. 'H' - Repairs to flooring, plaster, painting, WC/bath, door,
4 window, kitchen platform, waterproofing, external plaster & painting, drainage line & vertical cast Iron, soil Rs.14025356 /-

pipe, waste water pipe, PVC pipe & water supply pipe line etc. at Gulistan compound, ghatkopar (W.), Mumbai.
MOW to Gulistan Compound, Bldg. No. 'D' - Repairs to flooring, plaster, painting, WC/bath, door,
5 window, kitchen platform, waterproofing, external plaster & painting, drainage line & vertical cast Iron, soil Rs.9358673 /-

pipe, waste water pipe, PVC pipe & water supply pipe line etc. at Gulistan compound, ghatkopar (W.), Mumbai.
MOW to Gulistan Compound, Bldg. No. 'E' - Repairs to flooring, plaster, painting, WC/bath, door, window,
6 kitchen platform, waterproofing, external plaster & painting, drainage line & vertical cast Iron, soil pipe, Rs.9730228 /-

waste water pipe, PVC pipe & water supply pipe line etc. at Gulistan compound, ghatkopar (W.), Mumbai.
MOW to Gulistan Compound, Bldg. No. 'F' - Repairs to flooring, plaster, painting, WC/bath, door, window,
7 kitchen platform, waterproofing, external plaster & painting, drainage line & vertical cast Iron, soil pipe, Rs.9549380 /-

waste water pipe, PVC pipe & water supply pipe line etc. at Gulistan compound, ghatkopar (W.), Mumbai.
MOW to Gulistan Compound, Bldg. No. 'G' - Repairs to flooring, plaster, painting, WC/bath, door,
8 window, kitchen platform, waterproofing, external plaster & painting, drainage line & vertical cast Iron, soil Rs.9549380/-

pipe, waste water pipe, PVC pipe & water supply pipe line etc. at Gulistan compound, ghatkopar (W.), Mumbai.
External & Internal Repairs & Renovation Railway Police Qrts. at Gahtkopar Bldg. No. 13
9
Rs.11727226/-
External & Internal Repairs & Renovation Railway Police Qrts. at Gahtkopar Bldg. No. 20
10
Rs.11724052/-
MOW Providing Carrying Out Sturctural Repairs Internal/External Reparis. Bldg. No. 143
11
Rs.8119939 /-
MOW Providing Carrying Out Sturctural Repairs Internal/External Reparis. Bldg. No. 142
12
Rs.7588680 /-
MOW Providing Carrying Out Sturctural Repairs Internal/External Reparis. Bldg. No. 141
13
Rs.7588690/-
MOW to Providing & fixing Structural Steel Work & Corrugated G.I. Sheets of Roof on Terrace, Type-V, Bldg.1 at
14
ESIS Hospital at Mulund, Mumbai. Rs. 2686700/-

15 Construction of JJ Art Hostel Building and Architecture Hostel Builidng, Kalanagar at Bandra (E) Mumbai. Rs.868910589/-

16 MOW to Renovation and Improvement of Joint Cabin Joint Director Cabin2, Law Officer, O & M Establishment, Rs.11487731/-

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Sr. Name of Work Estimated
No. Cost
PA Cabin 1 & 2, Passage area Directorate of Industrial Safety & Healthy 5th floor (Part II) at Kalanagar Bhavan,
Bandra Kurla (E) Mumbai
MOW to Labour Commissionar office BKC Bandra Mumbai. (Repairs & Renovation of Toilet Block) (Gr. to 3rd & Rs.9016570/-
17
5th to 8th floor).

Note: - Any changes in the scope / conditions and any other information in the tender document will be intimated on the
same web site.

E- Tender Submission Date - 13/02/2024 to 18/03/2024

E- Tender Opening Date- 20/03/2024. at 15.00 Hrs. O
No.EE/NMD / of 2024 Executive Engineer,
Office of the Executive Engineer, North Mumbai (P.W.) Division,
North Mumbai (P.W.) Division, Andheri (Wevst), Mumbai
Dadabhai Road, Near Bhavan’s College,
Andheri (West), Mumbai – 400 058.
Date :-

GOVERNMENT OF MAHARASHTRA
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PUBLIC WORKS DEPARTMENT
INVITATION FOR TENDERS

DETAILED TENDER NOTICE

NAME OF WORK :- MOW to Labour Commissioner office BKC Bandra Mumbai.

(Repairs & Renovation of Toilet Block) (Gr to 3rd & 5th to 8th floor).
Online percentage rate tenders in 'B-1' Form are invited by the Executive Engineer, North Mumbai P.W.
Division, Andheri, Mumbai for the following work from Contractors registered in appropriate class of the
Public Works Department of Maharashtra State. The name of work, estimated cost, earnest money, security
deposit, time limit for completion etc. are as under.

Sr. Name of work Estimated Earnest Security Class of Time limit

No. Cost Money Deposit Contractor in Tender
(Rupees) (Rupees) (Rupees) (Calendar
Months)
1 MOW to Labour 90,16,570/- 91,000/- 1,82,000/- IV And 300 Days
Commissioner office BKC above (Including
Bandra Mumbai. (Repairs Monsoon)
& Renovation of Toilet
Block) (Gr to 3rd & 5th to
8th floor).
Tender form, conditions of contract, specifications and contract drawings can be downloaded
from the e-Tendering portal of Public Works Department, Government of Maharashtra i.e.
http://mahatenders.gov.in after entering the details, payment of Rs. 1180/- (Rupees One Thousand Eighty
Only) should be paid online using payment gateway. The fees of tender document will be non
refundable. Further information regarding the work can be obtained from the above office. EMD
Exemption certificate will not be accepted. Affidavit on Rs. 100/- stamp paper in prescribed form given in
Annexure I sworn before Executive Magistrate / Notary must be submitted online. Only L1 bidder have to
submit Additional Performance Security Deposit should be submitted in the form of FDR / Bank
Guarantee only after 8 days from Financial opening to the Executive Engineer, North Mumbai (P.W.)
Division, Andheri (W), Mumbai. Hard copy of all the documents is submitted within 72 hours from
Bid lock period of tender is allowed. Bids will be opened as per the Tender Schedule, in the presence of
such intending Tenderers or his / their authorized representatives who may be present at that time.

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TENDERING PROCEDURE: -
1.1 Blank Tender Forms.
1.1.1 Tender Forms can be downloaded from the eTendering portal of Public Works Department, Government of Maharashtra
i.e. https://mahatenders.gov.in Document Tender Fee and EMD to be paid Via SBI MOPS Online Payment
Gateway Mode Only. And upload successful payment receipt in ENVELOPE NO.1 TECHNICAL BID Documents.

1.1.2 The tender submitted by the tenderer shall be based on the clarification, additional facility offered (if
any) by the Department, and this tender shall be unconditional. Conditional tenders will be summarily
REJECTED.

1.1.3 All tenderers are cautioned that tenders containing any deviation from the contractual terms and conditions,
specifications or other requirements and conditional tenders will be treated as non responsive. The contractor should
clearly mention in forwarding letter that his offer (in Envelope No.1 & 2) does not contain any condition, deviations
from terms and conditions stipulated in the tender.

1.1.4 Tenderers should have valid Class III Digital Signature Certificate (DSC) obtained from any Certifying Authorities.
In case of requirement DSC, Interested Bidders should go to process for new application of DSC Contact to Vinayak
Agre Mobile No : 8879002344.

1.1.5 For any assistance on the use of Electronic Tendering System, the Users may call the below Toll Free Ph. No. 3000
3070 2232
Mob No : 8879002344 – Vinayak Agre
E-Mail : eproc.maharashtra@gmail.com, cppp-support@nic.in

1.2 Special Instructions to the Contractors / Bidders for the e-submission of the bids online through this tender site:
https://mahatenders.gov.in
1.2.1 Bidder must register themselves on https://mahatenders.gov.in portal by clicking “Online Bidder
Enrollment” and then map Digital Signature certificate.

1.2.3 Bidder then login to the site giving User id / Password chosen during registration.

1.2.4 The DSC e-token that is registered should be used by the bidder and should not be misused by others.

1.2.5 The Bidders can update well in advance, the documents such as certificates, purchase order details etc., under My
Documents option and these can be selected as per tender requirements and then attached along with bid documents
during bid submission.

1.2.6 After downloading / getting the tender schedules, the Bidder should go through them carefully and then submit the
documents as asked, otherwise, the bid will be rejected.

1.2.7 If there are any clarifications, this may be obtained online through the tender site, or through the contact details. Bidder
should take into account of the corrigendum published before submitting the bids online.

1.2.8 Bidder, in advance, should get ready the bid documents to be submitted as indicated in the tender schedule and they
should be in PDF/XLS/RAR formats. If there is more than one document, they can be clubbed together.

1.2.9 Document Tender Fee and EMD to be paid via SBI MOPS Online Payment Gateway Mode only. and upload successful
payment receipt in ENVELOPE NO.1 TECHNICAL BID Documents.

1.2.10 The bidder reads the terms & conditions and accepts the same to proceed further to submit the bids.

1.2.11 The bidder has to submit the tender document online well in advance before the prescribed time to avoid any delay or
problem during the submission process.

1.2.12 After the bid submission, the acknowledgement number, given by the e-tendering system should be printed by the bidder
and kept as a record of evidence for online submission of bid for the particular tender.

1.2.13 Document Tender Fee and EMD to be paid via SBI MOPS Online Payment Gateway Mode only. And upload
successful payment receipt in Envelope No.1 Technical Bid Documents. and BOQ in .xls format file to Uploaded in
ENVELOPE NO.2 FINANCIAL BID Documents.

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1.2.14 The Tender Inviting Authority (TIA) will not be held responsible for any sort of delay or the difficulties faced
during the submission of bids online by the bidders.

1.2.15 The bidder may submit the bid documents either by online mode through the site
(https://mahatenders.gov.in) as indicated in the tender.

1.2.16 The tendering system will give a successful bid updating message after uploading all the bid documents submitted &
then a bid summary will be shown with the bid no, date & time of submission of the bid with all other relevant details.
The documents submitted by the bidders will be digitally signed using the DSC e-token of the bidder and then
submitted.

1.2.16 The bid summary has to be printed and kept as an acknowledgement as a token of the submission of the bid. The bid
summary will act as a proof of bid submission for a tender floated and will also act as an entry point to participate in
the bid opening date.

1.2.17 Bidder should log into the site well in advance for bid submission so that he submits the bid in time i.e on or before
the bid submission end time. If there is any delay, due to other issues, bidder only is responsible.

1.2.18 The bidder should see that the bid documents submitted should be free from virus and if the documents could not be
opened, due to virus, during tender opening, the bid is liable to be rejected.

1.2.19 The time settings fixed in the server side & displayed at the top of the tender site, will be valid for all actions of
requesting, bid submission, bid opening etc., in the e-tender system. The bidders should follow this time during bid
submission.

1.2.20 All the data being entered by the bidders would be encrypted using PKI encryption techniques to ensure the secrecy of
the data. The data entered will not viewable by unauthorized persons during bid submission & not be viewable by any
one until the time of bid opening. Overall, the submitted tender documents become readable only after the tender
opening by the authorized individual.

1.2.21 The confidentiality of the bids is maintained since the secured Socket Layer 128 bit encryption technology is used.
Data storage encryption of sensitive fields is done.

1.2.22 The bidders are requested to submit the bids through online eTendering System to the TIA well before the bid
submission end date & time (as per Server System Clock).

1.2.23 The bidder should logout of the tendering system using the normal logout option available at the top right hand corner
and not by selecting the (X) option in the browser.

1.2.24 The bidder should upload the Technical Bid in .rare format single file to upload in Technical cover and then BOQ in
.xls format single file to Uploaded in ENVELOPE NO.2 FINANCIAL BID Documents.

1.2.25 For any other queries, the bidders are asked to contact through Mai : etender.maha@nic.in

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1.4 Manner of Submission of Tender and its Accompaniments : Civil Works

ENVELOPE NO.1 : (Documents)

i) The following documents shall be submitted online in “Envelope No.1”:
1.4.1 The bidder must purchase the bidding documents via online mode by filling the cost of
Tender.
1.4.2 The EMD will be paid via online mode only. Exemption certificate will not be
accepted.
1.4.3 Scan copy of Valid certificate as a Registered Contractor with the Government of Maharashtra in
appropriate class as may be applicable in original or attested copy there of (Attested by a Gazetted
Officer).
1.4.4 Scan copy of Good & Serive Tax Registration (GST) as provided by Maharashtra State & Central
Government as per previling Act Maharashtra Goods & Service Tax Act 2017
1.4.5 Scan copy of Valid Professional Tax Registration certificate in form PT/R/ & PT/E under section (I) &
(II) of section 5 of Maharashtra State Tax on Profession, Trade, Callings and employment Act, 1975, rule
3(2) & 4 (4) from the Professional Tax Officer of the concerned District in Maharashtra.The Professional
Tax Clearance certificate with list of employee duly attested by Professional Tax Officer shall be
enclosed.
1.4.6 Scan copy of Abstract of details of work done during last Five years with the value of work unfinished
with similar type of work carried out by the contractor (Information to be given in Statement No. V on
Page No.22)

1.4.7 Scan copy of Abstract of details of list of works in hand and works tendered for (Information to be
given in proforma of Statement No. I on Page No.20) The Certificates Sr. No. 1.4.6 & 1.4.7 should be
signed by the Authority with whom the contractor has executed the work not below the rank of
Exeuctive Engineer.
1.4.8 Scan copy of undertaking /declaration of contractor that he had studied all tender documents,
Conditions and especialy work methodology (Page no. 147).
1.4.9 Scan copy of Abstract of details of work of similar type and magnitude carried out by the contractor.
(Information to be given in proforma of Form No. III on Page No. 21) (during last five years)

1.4.10 Scan copy of Abstract of details of Technical Personnel on the rolls of the tenderer.(Information to be
given in proforma of Statement No. IV on Page No.22

1.4.11 (1) The contractor shall online submit scane copy of an affidavit in original (as per format
given on Page No.23) to the tender as per tender schedule regarding completeness, correctness and
truthfulness of documents shall be submitted in Envelope No.1. Separate Affidavit shall be
submitted for each work in original. Affidavit shall be compulsorily Notarified. Affidavit not
confirming to these conditions will not be accepted and Envelope No.2 will not be opened.

1.4.12 Certified copy of Registration of Partnership Deed and Power of Attorney or copy
of Company Registration from the Competent Authority in case of a firm tendering
for work, Power of attorney shall be submitted in original for all documents.

All the documents from Sr. No. 1.4.1 to 1.4.12 shall be correctly and completely submitted by
contractor online, otherwise his Envelope No.2 will not be opened.

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1.4.13.
1 A) Bid Capacity
1) Applicant who meets the minimum qualification criteria will be qualified only if their available bid capacity is more than the
total bid value. The available bid capacity will be calculated as under:

Assessed Available Bid capacity = (A x N x 2 - B),

Where,
A = Maximum value of turnover in any one year during the last Five years (updated to the current price level of 2023-24) rate of
inflation may be taken as 10 percentage per year which will taking into account the completed as well as works in progress.
B = Value at current price level of the existing commitments and on going works to be completed during the next 300 Days and
N = Number of years prescribed for completion of the works for which bids are invited.
Note : Statement of Bid Capacity calculation should be necessarily submitted

2) The form showing the value of existing commitments and ongoing works as well as the stipulated period of
completion period of completion remaining for each of the works listed should be countersigned by the Officer not below
the rank of Executive Engineer and Bid capacity statement of the contractor should be got certified from the Chartered
Accountant. Otherwise, his envelope No.2 will not be opened

B) Additional Conditions for Bid Capacity and Technical Manpower :

1) Bidders Shall upload QR based Bid Capacity Certificate downloaded from link "bidcap.emahapwd.com" which
is provided on portal of www.mahapwd.gov.in on or before two days of bid submission. If this Bid Capacity Certificate
is not uploaded then tender shall be treated as non-responsive.

The Bidder should also upload Turnover Details as per Chartered Accountant Certificate and Work Done Details for last
5 years in proforma of Statement No. IX on Page No. 24)

2) Bidders shall fill the relevant information of Key Persons and Technical Staff available with him in the formats
and specified on link "bidcap.emahapwd.com" of www.mahapwd.gov.in portal.

Out of the total key persons and Technical staff available with bidder, he shall upload the staff he desires to deploy for
this work. This statement shall be downloaded from the link "bidcap.emahapwd.com". Bidder shall upload this QR
based statement downloaded on or before two days of submission of bid. If this certificates is not uploaded then tender
shall be treated as non responsive.

Bidder should also uptoad the information of list of key persons and Technical staff available with him in proforma of
Statement No. X on Page No.25)

All these statements shall be filled in and signed properly. If these Statements are found incomplete,
1.4.13..2
incorrect, kept blank or wrongly filled, Contractor’s Envelope No.2 (financial bid) will not be
opened and his offer will be summarily rejected.
Misleading or false representations in the Statements attachments submitted in proof of the
qualification requirements.
And/ or

Record of poor performance such as abandoning the works, not properly completing the contract,
inordinate delays in completion, litigation history or financial failures etc.

1.4.14 The Contractor should submit one hard copy of all the documents required to be submitted in
Envelope No. 1 in sealed envelope, mentioning name of work. This sealed envelope should be
addressed to The Executive Engineer, North Mumbai (P.W.) Division, Andheri, Mumbai and should
be submitted within 72 hours of last date and time of submission of Bid in online form. This sealed
envelope will be opened ONLY IF any technical difficulty is faced in e-tending procedure.

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1.5 ENVELOPE NO.2 TENDER (FINANCIAL BID)

The Tenderer should quote his offer only through online bidding processes in terms of percentage of
estimated rates. He should not quote his offer any where directly or indirectly in Envelope No. 1.
The contractor shall quote for the work as per details given in the main tender made available to him
on eTendering portal of Public Works Department, Government of Maharashtra through online from
Executive Engineer. His tender shall be unconditional.
1.6 SUBMISSION OF TENDER :-
Refer to Section “Guidelines to Bidders on the operations of Electronic Tendering System of
Public Works Department “for details.
1.6A Submission of Hard cord copy of online submitted copy.
1.6.1 Tenderer must submit the hard Cord copy of online submitted copy to the Concerned Executive
Engineer’s office with in 72 Hours from bid lock period.
1.6.2 Documents submitted on line in Envelope No. 1 & 2 are put in separate Envelope as Envelop No. 1
(Technical Bid) & Envelope No. 2 (Financial Bid) respectively & sealed properly.
1.6.3 The above two sealed Enevelopes No. 1 & 2 shall be again put together in one common cover &
sealed. The name of work, online tender Notice Number (i.e SGN) & Name & full address of
Tenderer wth Mobile Number shall be mentioned on the said common cover marked sealed Common
Cover Properly covers corner.
1.6.4 The above Common Cover containing Envelope No. 2 must be submit to Concerned Executive
Engineer or S. E. office with in 72 Hours from bid lock period of Tender which Flashed on Web-Site
portal on working days (during office hours) only.
1.6.5 No delay on account of any cause will be entertained fr the receipt said Hard Copy.
1.6.6 If Tenderer fails or neglect to submit Hard Copy then his online Submitted documents will only be
considered for further tendering procedure.
1.7 OPENING OF TENDERS :
On the date, specified in the Tender Schedule, following procedure will be adopted for opening of
the Tender.

(A) ENVELOPE NO.1 :- ( Documents )

First of all Technical Documents submitted Online will be opened online to verify its
contents as per requirements. If the various documents contained in this envelope do not meet the
requirements of the Department, a note will be recorded accordingly by the tender opening authority
and the said tenderer’s Envelope No.2 will not be considered for further action and the same will be
recorded.
The decision of the tender opening authority in this regard will be final and binding on the
contractors.
(B) ENVELOPE NO.2 : (Financial Bid)

a) This Envelope shall be opened online immediately after opening of Envelope No.1, only if
contents of Envelope No.1 are found to be acceptable to the Department. The tendered rates in
Schedule ‘B’ or percentage above/below the estimated rates shall then be read out. in the presence of
bidders who remain present at the time of opening of Envelope No.2.

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1.8 EARNEST MONEY :

(i) Earnest money of minimum Rs. 91,000/- shall be paid via online using payment gateway
mode. After Tender opening, the EMD of the unsuccessful bidder will be returned to account
provided by the bidder during the bid preparation as given in challan under Beneficiary
Account Number.
(ii) Copy of earnest money exemption certificate will not be accepted Earnest Money in the
form of cheques or any other form except above will not be accepted.
(ii) The amount will be refunded to the unsuccessful tenderers on deciding about the acceptance
or otherwise of the tender. In case of successful tenderer, it will be refunded on his paying
intial Security Deposit and completing the tender documents in form B-1.

1.9 SECURITY DEPOSIT :

The successful tenderer shall have to pay half the security deposit in approved security form
(preferably in the form of National Saving Certificate) or in cash or in the form of Bank Guarantee
(in the form as prescribed by Government) from any Schedule Bank or Nationalized Bank and
balance Security Deposit will be recoverable through the bills at the percentage as shown in item(s)
of the Memorandum in printed B-1 form or as may be decided by the Executive Engineer during
course of execution of the work looking to the position and circumstances that may prevail, whose
orders will be final and binding on the contractor.
The security deposit for the due performance of the contract shall be as detailed in the Tender
Documents elsewhere. Fifty percent of the security deposit will have to be deposited within ten days
(including Government holidays) of the acceptance of the tender and the remaining fifty percent will
be recovered from the Running Bills at the rate as specified in the tender form, on the cost of work as
per C.S.R. prevailing at the time of acceptance of tender. Amount of total security
deposit to be paid shall be 2% of the cost of work, worked out as per S.S.R. 2022-23 for the
respective District. Initial Security Deposit may be in Bank Guarantee form in format on Page 130 to
131 of tender document for full period of completion of work and it should be extendable upto expiry
of valid extension if any, as directed by Engineer-in-charge.

Payments of Security Deposity By Bankl Guarantee And Online Bank Guaantee Verification :-
if the Contractor wishesh to deposit security deposit by Bank Guarantee after tender approval then it
is manditory for contractor to verify the bank guarantee by paying verification fees of rs. 1000 +
GST through the link provided below
https://onlinebg.emahapwd.com

1.9 A Additional Performance Security.

1.9.1 If the Bidder quote his offer below by more than 1.00% of the Bid cost of the
Department and found L-1 then the Bidder should submit Additional Performance
Security Deposit in the form of Demand Draft/ Fixed Deposit Receipt of any
Nationalized or Scheduled bank within 8 days after opening of Envelope No. 2. to the
Employer as mentioned below.
1.9.2 If the Bidder quote his offer below by more than 1.00% upto 10% of the estimated cost
put to bid then he should submit a Demand Draft or FDR amounting to 1% of the Bid
Cost of the Employer towards Additional Performance Security.
Contractor No. of Corrections Executive Engineer
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1.9.3 If the Bidder quote his offer below by more than 10.00% upto 15% of the estimated cost
put to bid then he should submit Additional Performance Security 1.00% for every
additional percentage beyond 10.00% but upto 15% below percentage quoted, in
addition to 1.00% Additional Performance Security mentioned in clause 1.10.2 above in
the form of Demand Draft or FDR (e.g. if the bidder quotes his offer 14.00% below the
estimated cost put to Bid, then he should submit 14.00% - 10.00% = 5.00% amounting of
cost put to Bid as total Additional Performance Security).
1.9.4 If the Bidder quote his offer below by more than 15.00% of the estimated cost put to
tender/bid, then he should submit Additional Performance Security 2.00% for every
additional percentage beyond 15.00% below percentage quoted, in addition to 1.00% +
5% Additional Performance Security mentioned in clause 1.10.2 and 1.10.3 above in the
form of Demand Draft or FDR.
1.9.5 (e.g. if the bidder quotes his offer at 19.00% below the estimated cost put to tender/bid,
then he should submit (19%-15%)x 2 = 8% + 1% + 5% = 14.00% amounting of cost put
to bid as Total Additional Performance Security).
1.9.6 If the Additional Performance Security required above is not submitted by the L-1
Bidder within 8 days to the Employer, then the offer of L-2 Bidder will be considered,
provided he is agrees to complete the work at less than the cost of L-1 Bidder.
Note : For calculating amount of Additional Performance Security contractor’s offer
rounded upto two decimal points shall be considered.
1.9.7 Payments of Security Deposity By Bank Guarantee And Online Bank Guaantee
Verification :- if the Contractor wishesh to deposit security deposit by Bank Guarantee
after tender approval then it is manditory for contractor to verify the bank guarantee by
paying verification fees of rs. 1000 + GST through the link provided below
https://onlinebg.emahapwd.com
Refund of Performance Security.

1.9.8 The additional Performance Security shall be returned immediately upon satisfactory
completion of work; the certificate of which shall be issued by the Executive Engineer before
releasing the additional performance security.

1.10 ISSUE OF FORM:

Information regarding contract as well as blank tender forms can be downloaded from the
eTendering website providing the details of the payment of cost as detailed in the N.I.T.

1.11 TIME LIMIT:

The work is to be completed within time limit as specified in the N.I.T. which shall be reckoned
from the date of written order for commencing the work and shall be inclusive of monsoon period.
1.12 TENDER RATE :
No alteration in the form of tender and the schedule of tender and no additions in the scope of special
stipulation will be permitted. Rates quoted for the tender shall be taken as applicable for all leads and
lifts.
1.13 TENDER UNITS :
The tenderers should particularly note the units mentioned in the Schedule “B” on which the rates are
based. No change in the units shall be allowed. In the case of difference between the rates written in
figures and in words, the correct rate will be the one, which is lower of the two.

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1.14 CORRECTION :
No corrections shall be made in the tender documents. Any corrections that are to be made,
shall be made by crossing the incorrect portion and writing the correct portions above with
the initials of tenderer.
1.15 TENDER’S ACCEPTANCE :
Acceptance of tender will rest with the Execuitve Engineer, North Mumbai (P.W.)
Division, Mumbai who reserves the right to reject any or all tenders without assigning any
reason therefore. The tenderer whose tender is accepted will have to enter in to a regular B-1
agreement within 10 days of being notified to do so. In case of failure on the part of Tenderer
to sign the agreement within the stipulated time, the earnest money paid by him shall stand
forfeited to the Government and the offer of the tenderer shall be considered as withdrawn by
him.
1.16 CONDITIONAL TENDER :

The tenders which do not fulfill the condition of the notification and the general rules and
directions for the guidance of contractor in the agreement form or are incomplete in any
respect are likely to be rejected without assigning any reason therefore.
1.17(a)The Tenderers shall be presumed to have carefully examined the drawings, conditions and
specifications of the work and have fully acquainted themselves with all details of the site,
the conditions of rock and its joints, pattern, river, weather characteristics, labour conditions
and in general with all the necessary information and data pertaining to the work, prior to
tendering for the work.
1.17(b)The data whatsoever supplied by the Department along with the tender documents are meant
to serve only as guide for the tenderers while tendering and the Department accepts no
responsibility whatsoever either for the accuracy of data or for their comprehensiveness.
1.17(c) The quarries for extraction of metal, murum etc. provided in the sanctioned estimate are as
per survey conducted by the Department. The Contractor should however examine these quarries and
see whether full quantity of materials required for execution of the work strictly as per specification
are available in these sources before quoting the rates. In case the materials are not available due to
reasons whatsoever, the contractor will have to bring the materials from any other sources with no
extra cost to Government. The rates quoted, should therefore be for all leads and lifts from
wherever the materials are brought at site of work and inclusive of royalty to be paid to the Revenue
Department by the Contractor.
1.18 POWER OF ATTORNEY :

If the tenderers are a firm or company, they should in their forwarding letter mention the names of all
the partners together with the name of the person who holds the power of Attorney, authorizing him
to conduct all transactions on behalf of the body, along with the Tender as per scanned copy
uploaded in Envelope No.1.
1.19 The tenderer may, in the forwarding letter, mention any points be may wish to make clear but the
right is reserved to reject the same or the whole of the tenders if the same become conditional tender
thereby.
1.20 The contractor or the firms tendering for the work shall inform the Department if they appoint their
authorized Agent on the work.

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1.21 No foreign exchange will be released by the Department for the purchase of plants and machinery for
the work by the Contractor.
1.22 Any dues arising out of contract will be recovered from the contractor as arrears of Land Revenue, if
not paid amicably. Moreover, recovery of Government dues from the Contractors will be effected
from the payment due to the Contractor from any other Government works under execution with
them.
1.23 All scanned pages of tender documents, conditions, specifications, correction slips etc. shall be
initialed by the tenderer. The tender should bear full signature of the tenderer, or his authorized
power of Attorney holder in case of a firm.
1.24 The Income Tax at prevailing rate including surcharge or percentage in force from time to time or at
the rate as intimated by the competent Income Tax authority shall be deducted from bill amount
whether measured bill, advance payment or secured advance.
1.25 The successful tenderer will be required to produce to the satisfaction of the specified concerned
authority a valid concurrent license issued in his favour under the provisions of the Contract Labour
(Regulation and Abolition) Act 1970 for starting the work. On failure to do so, the acceptance of the
tender shall be liable to be withdrawn and also liable for forfeiture of the earnest money.
1.26 The tenderer shall submit the list of apprentices engaged by the Contractor under Apprentice Act.
1.27 VALIDITY PERIOD :

The offer shall remain open for acceptance for minimum period of 60 days from the Date of opening
of Envelope No.2 (Financial Bid) and thereafter until it is withdrawn by the contractor by notice in
writing duly addressed to the authority opening the tender and sent by Registered Post
Acknowledgment due. (Ref. to Sr. No 2 memorandum on Page 30 & 32 of B-1 Form Chapter)
1.28 Contractor shall submit the E-Measurements to Engineer in-charge in reference to Clause-10 of tender
document. Bill will not be sanctioned by the Division Office, unless the contractor submits
measurements or bill in E-Measurement book only.

Submission of monthly bill in electronic form :

1. As per Clause-10 of this B-l Contract, it is responsibility of the contractor to submit the bill
monthly to the Engineer in-charge.
2. To discharge this responsibility the contractor shall submit the bill in electronic form.
3. In doing so he shall use e-copy of Tender paper.
4. In support of the bill, required measurements, drawings, quality control reports (field lab and
VQCC lab as per clause-7 of Additional General Conditions), site supervision data (SCADA)
shall be submitted in electronic form, the data so submitted shall have a facility to tightly
integrate it with the contract conditions, provisions in the Maharashtra Public Works Manual,
Maharashtra Public Works Account Code (updated to date of submission of this tender) and
current general engineering practices (issued through various govt. resolutions, govt. circulars,
Chief Engineer's Circulars etc. issued up to date of submission of this tender) followed in Public
Works Department.
5. The submission of e-bill shall be in the web based format.
6. The offer of Contractor shall be inclusive of all. He shall not be paid separately. His office shall

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be inclusive of all cost required for submission bill in e-format mentioned in this para and also...
a) The cost of preparing, establishing, running, operating and maintaining web based system
for submission and approval of bill with all instrumentation/ services required to
submit/approve/store in PWD database.
b) Web connectivity to all locations where bill and its relevant documents required for bill are
being acquired/prepared, transmitted, processed,
------- stored and retrieved with minimum speed of 2 MBPS and 100%
availability (including SCADA). The contractor shall provide the web application in such a
manner that it shall first update the above data in real time on PWD's works monitoring e-
governance web application automatically. The contractor shall put his request to Engineer
in-charge to get access to the PWD e-governance web application.
c) Web based application including Computer Software, Hardware etc. to transmit, process,
store and retrieve the date in the forms and formats as prescribed by the Engineer in-
charge.
d) Arrangement for security of bill and its relevant documents, Disaster recovery arrangements
shall be as per prevailing I.T. Industry practice, during the construction period and up to
defect liability period (DLP). Handing over the data on the Web Server after DLP in
Electronic form as instructed by Engineer in-charge.
e) Calibration of all accessories/attachment related to bill shall be as per the specification.
f) Web based application to monitor the schedule of Calibration of attachment/accessories
related to bill and its relevant documents. The invalidity of calibration shall lead to non-
acceptance of work or measurement and the Contractor shall not be paid for such non
accepted work or measurements.
g) Submission of printed and authenticated reports to the Engineer in-charge as and when
required.
h) Point (a) to (g) above shall be arranged and maintained during contract period and defect
liability period.
i) Cost includes rectification, fine tuning, corrections, additions and alterations to the system, to
the satisfaction of Engineer in-charge.
j) All data generated as per this special condition of contract shall be the property of PWD
1.28.1 The contractor shall make all necessary arrangement required under point 1.31 to 1.31.1 (Supervising
control and data acquisition for concrete works / all cement works / masonry / plaster / Testing
Equipments items, submission and approval of bill/s) well in advance before starting of the related
items of works and activities. All necessary arrangements be made shall be offered for inspection to
Engineer in-charge/PMC/Officer appointed by the Engineer in-charge one month prior to the start of
the related items of work. Changes if any, after his inspection suggested by the Engineer in-
charge/PMC/Officer appointed by the Engineer in-charge shall be carried out at no extra cost and within
the period of Three days. A fresh request for inspection of Engineer in-charge/PMC/Officer appointed by
the Engineer in-charge after such rectifications shall be requested by the Contractor and final approval to
the arrangements of SCAD A and submission and approval of bills/s shall be obtained.

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1.29 Payment of stamp duty :
As per articles 63 Bombay stamp (Amendment) Act, 2006 and further Act, 2006 amendments in April,
2015, the contractor will have to pay stamp duty on the value of accepted tender amount as per
prevailing rate declared by the Government of Maharashtra from time to time before work order. The
stamp duty has to be paid on GRAS online/eSBTR through net banking or any other medium as
per the direction of the Government in this regard.

1.30 शासन परिपत्रक क्र. सीएटी-2019/प्र.क्र.120/इमािती-2 मं त्रालय, मं बई रि. 17.09.2019

1.30.1 कंत्राटदार एकमेकां विरुध्द तक्रार करत असतील अथिा हरकती (Objections) घे त असतील तर रु. 15 कोटी
ककमतीपर्यंतच्र्या कामांसाठी मुख्र्य अविर्यंता ि रु. 15 कोटी पेक्षा जास्त ककमतीच्र्या कामासाठी विविदा स्स्िकृतीस
सक्षम अविकारी र्यांचेकडे आिश्र्यक कागदपत्रासह संदिभ करुि विर्भ र्य घ्र्यािा. विविदा स्स्िकृ त प्राविकाऱ्र्याचा विर्भर्य
दोन्ही बाजूस अंवतम ि बंििकारक राहील.
1.30.2 आर्थथक दे कार उघडल्र्यािंतर, विविदा प्रवक्रर्येत विविदा प्राप्त कंत्राटदारािे अथिा अन्र्य कंत्राटदारांिी खोटी/बिािट
कागदपत्रे तांवत्रक वलफाफ्र्यास जोडू ि विविदा वमळिण्र्याचे /विविदा प्रवक्रर्येत िाग घे तल्र्याचे विदर्भिास आल्र्यास सदर
ु त कंपिी ( JV/LLP/Pvt
कंत्राटदारास/कंत्राटदार िागीदारीस अथिा कंपिीस/संर्यक् Ltd/Public
Limited Company) संबिीत कंपिीस प्रथम 3 िर्षाचे कालाििीकरीता काळर्या र्यादीत टाकण्र्यात र्येईल ि
Web Site िर िृत्तपत्रीर्य प्रवसध्दी देण्र्यात र्येईल. तसेच 3 िर्षे सािभजविक बांिकाम वििागाच्र्या विविदा प्रवक्रर्येत
िाग घे ण्र्यास प्रवतबंि राहील ही अट कंपिीचा मालक/संचालक/िागीदार र्यांिा संर्यक्
ु त ि स्ितंत्र पर्े
(Combined & Several Independent liability) लागू राहील.

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Condition

1. 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 Departmental person. No materials will be allowed to be removed from the site
of works.
2. The contractors shall also give a list of machinery in their possession and which they propose to use on the
work in the form of form No.II
3. Successful contractor should produce license/attested copy of license dully attested by Gazetted officer having
registered with Assistant Commissioner of labour asrequired as per contract labour (Regulation and abolition)
Act 1973 and the Maharashtra Contract Labour (Regulation and Abolition) Rules 1973.
4. The contractor shall comply with the provision of the Apprentices Act 1961 and the rules and orders issued
there under from time to time if he fails to do so his failure will be breach of contract and Executive Engineer
may in his discretion cancel the contract. The contractor shall also will be liable for any pecuniary liability
arising on account of any variation by him of the provisions of the Act.
5. The rates of the items in this Schedule of Rates are worked out assuming average lead for Greater Mumbai are
for all sorts of materials as approved under Government in B & c Department (Now P.W. Department letter
No. SRS 3870/40773-I, dated 6t' April 1972. The rates are inclusive of octroi charges of M.C.G.M./ Labour
Cess/ Insurance/ Service Tax/ Labour Amenities/ Toll Charges etc.
6. Royalty charges for supply of materials : As per instructions issued vide PWD Govt. of Maharashtra
Resolution of Revenue and Forest Department No. Gaun Khanij- 10/1009/CR-309/kh dated 11/02/2010 while
framing the estimates, Royalty charges for the items of supply of material like the rubble, metal, crushed
metal, soft murum/ hard murum, sand and soil shall be considered in the rate analysis of respective items @
Rs. 70.68 per Cubic Metre (Rs. 200/- per brass) and shall be recovered.
7. The Contractor has to pay these charges directly to Revenue Dept. and original Challans, permission
documents shall be produced to concerned Executive Engineer. If Contractor fails to produce these original
documents the Royalty chargesshall be recovered from contractor bill.
8. The rates of cement concrete item are based on standard consumption. The mix design shall be carried out for
concrete Grade of M-20 and above. If the consumption as per approved mix design is less than the standard
consumption then the difference in the cost of cement shall be reduced according to mix design.
9. Testing Charges (0.5%) are deleted from rate analysis, hence all test shall be carried out as per frequency chart
given by V.Q.C. Circle (Annex-A) and shall form part of tender. The payment against testing charges shall be
reimbursed by the department to the contractor.
10. For Polymer concreting and polymer plaster register should be maintain at site like ghani register, clearly
mentioning time required per batch, mix of various components with its marking.
11. Payment shall be made to the contractor after satisfied executed of work and as per availability of fund.
12. No interest shall be demanded by the contractor for delay in payment.
13. If the contractor go for litigation for delayed payment or demand any interest he may be debarred from
submitting bid / tender in future
.

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STATEMENT NO.I
(Ref Clouse No.1.4.8 Page No. 12)

DETAILS OF WORKS IN HAND AND WORKS TENDERED

FOR AS ON ( DATE OF SUBMISSION OF BID)
NAME OF THE CONTRACTOR :
(I) WORKS IN HAND

Sr. Name Agree Tendered Date Stipulated Value Value of Probable

Remarks
No of ment Amount. of date of of work Balance date of
. work No. (Rs. in comm completio already work to completi
lakhs) encem n. done. be on.
executed
ent. (Rs. In
(Rs. In
lakhs) lakhs)
1 2 3 4 5 6 7 8 9 10

SAMPLE FORM

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STATEMENT NO. II (A)
(Ref. Clouse No.1.4.10 Page No.12)
LIST OF PLAT AND MACHINERY IMMEDIATELY AVAILABLE WITH THE TENDERER FOR
THIS WORK ________________________________.
NAME OF THE CONTRACTOR :

Sr. Name of No. of Kind and Capacity Age and Present Remarks
No Equipment Units make condition. Location
.
1 2 3 4 5 6 7 8

SAMPLE FORM

Note : 1) This is only a standard form. Details are to be furnished in this format in the
form of type written statements which shall be Enclosed in Envelope No.1 duly
singed.
2) List of machinery proposed to be utilized on this work but not
immediately available and the manner which it is procured shall be given in
above proforma Form No.II.

FORM NO. - III

Ref : Page No. 14 Clause 1.4.8

DETAILS OF WORK OF SIMILAR TYPE AND MAGNITUDE CARRIED OUT BY CONTRACTOR

(During last Seven years) (2015- (2016- (2017- (2018- (2019- 2020-21 2021-22
16) 17) 18) 19) 20)

Name of the contractor :-

Sr. Name Name and Place Agree- Date of Tendered Total Date of Principle
No of Address of the and ment commen- cost (Rs. cost Comple- Features
work organisation Country No. cement in lakhs) work tion in brief.
for whom the done (Rs.
work was done in lakhs)
1 2 3 4 5 6 7 8 9 10

Note : This is only a standard form Details are to be furnished in this format in the form of
typewritten statements which shall be enclosed in envelop No. 1.

Contractor No. of Corrections Executive Engineer

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STATEMENT NO. IV
(Ref Clouse No.1.4.11 Page No. 12)
STATEMENT SHOWING TECHNICAL PERSONNEL AVAILABLE WITH TENDERER.
NAME OF THE CONTRACTOR :

Sr. Designation Name Qualification Whether Experience of Period for

No of working in execution of which the

Remarks
person field or in similar works. person is
office. working
with the
tenderer.

1 2 3 4 5 6 7 8

SAMPLE FORM

Note : This is only a standard form. Details are to be furnished in this format in the form of type written
statements, which shall be enclosed in Envelope No.1.

STATEMENT NO. V
(Ref Clouse No.1.4.6 Page No. 12)
STATEMENT SHOWING WORK DONE IN ALL CLASSES OF CIVIL ENGINEERING
CONSTRUCTION WORKS DURING LAST SEVEN YEARS.
NAME OF THE CONTRACTOR :
Amount of work done during each of last Five years Amount of
(Rs. In lakhs) work still
Amount
remaining

Remarks
put to Agree- Date of
Sr. Name to be
Tender / ment commen-
No of executed
Tendered No. cement
work 2015- 2016- 2017- 2018- 2019- 2020- 2021- 2022-2023.
cost.
16 17 18 19 20 21 22 (Rs. In
lakhs)
1 2 3 4 5 6 7 8 9 10

SAMPLE FORM

Grand Total :-

Out ward No. and date of certificate issuing authority:

Note : This is only a standard form. Details are to be furnished in this format in the form of type
written statements, which shall be enclosed in Envelope No.1.

Contractor No. of Corrections Executive Engineer

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शासन रनर्णय क्रमांक :सीएटी/2018/प्र.क्र.127/इमा.2 ÊnùxÉÉÆEò : 28/11/2018.

Affadavit (On Rs.100/- Stamp Paper)
(Ref Clouse No.1.4.12 Page No. 12)

I .................................... age ...................................... adresss.................................... (Authorized

signatory to sign the contract,) hereby submit, vide this asffadavit in truth ,that I am the owner of the

Contracting firm......................... / authorized signatory and I am submittimng the documents in

envelope no.1 for the purpose of scrutiny of the contract.I hereby agree to the condition mentioned

below:-

NAME OF WORK :- MOW to Labour Commissioner office BKC Bandra Mumbai.

(Repairs & Renovation of Toilet Block) (Gr to 3rd & 5th to 8th floor).

1. I am liable for action under Indian Penal Code for submission of any false / Frudaulent

paper / information submitted in envelope no 1.

2. I am liable for action under indian penal code if durimng contract period and defect

liability period ,any false information ,false bill of purchase supporting proof of purchase

,prrof of testing submitted by my staff ,subleting company or by myself,I will be liable for

action under Indian penal code.

3. I am liable for action under Indian Penal Code if any paper are found false / fraudulent

duruing contract period and even after the completion of contract (Finalisation of ofgnal

bill).

(Signature of Contractor)
(Seal of company)

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BRIEF SCOPE OF WORK
NAME OF MOW to Labour Commissioner office BKC Bandra Mumbai.
WORK :- (Repairs & Renovation of Toilet Block) (Gr to 3rd & 5th to 8th
floor).

Sr. Description of Item

No.
1 Removing cement tiles, or marble or polished shahabad floor or dado without bed concrete
2 Removing doors and windows with frames and stacking the materials as directed with all leads
3 Removing urinal pans or wash hand basins with frame including disconnecting the sanitary and
4 Removing W.C. pans including disconnecting the sanitary and water supply connections
5 Removing brick bat coba including stacking the spoils as directed with all leads, lifts etc,
6 Providing waterproofing in W.C. and bath including brick bat coba in all position including
7 Providing and fixing 10cm C.I. Nahani Trap including C.I. grating bend and piece of C.I. pipe
8 Providing and fixing orissa type colour glazed earthenware 625 x 450 mm. w.c. pan including
9 Providing and fixing white european type wall-hung pan, of size 350mm x 355mm x 570 mm
10 Removing the existing cement plaster of any thickness without causing dust nuisance and
11 Removing loose rust from the reinforcement bars by wire brushing, light hammering etc.
12 Providing internal cement plaster 6 mm thick in a single coat in cement mortar 1:3 without
13 Providing internal cement plaster 20mm thick in single coat in cement mortar 1:3 without
14 Providing waterproof plaster in W.C. and bath 12 mm thick for dado in cement mortar
15 Providing sand faced plaster externally in cement mortar using approved screened sand,
16 Supplying R.C.C.Chamber cover with frame 90cm*45cm Medium Duty 140kg as per
17 Providing and constructing Brick Masonry inspection trap Chamber 90cm x 45cm
18 Providing and laying vitrified matt fininsh tiles having size 590 mm to 605 mm x to 605 mm
19 Providing and laying vitrified matt finish tiles having size 590 mm to 605 mm x to 605 mm
20 Providing and laying telephone black / Amba White / Cadbury brown / Ruby red / Ocean Brown granite
21 Providing and fixing oval type under counter wash hand basin of 16 inch x 22 inch size
22 Providing and fixing white glazed urinal of series with Pressmatic auto closing valve
23 Providing and fixing frame with / without ventilator of size as specified with Country cut teak wood
24 Providing and fixing fiber glass reinforced polyster door shutter 30 mm thick as per
25 Providing and Fixing marine treated waterproof solid Core Flush Door of 35mm thick
26 Providing and laying 100mm diameter half round salt glazed stoneware pipes in brick masonry
27 Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar
28 Providing and fixing in position powder coated aluminium louvered windows / ventilator of various
29 Providing and fixing C.P. Angular stop clock with wall flange of approved make continenta
30 Providing and fixing C.P.Two way BIB cock of approved make continental including necessary
31 Providing and fixing on walls/ ceiling/ floors, 15 mm dia. heavy grade having embossed as ISI
32 Providing and fixing on walls/ ceiling/ floors 20 mm dia. heavy grade having embossed as ISI
33 Providing and fixing on walls/ ceiling/ floors, 25 mm dia. heavy grade having embossed as ISI
34 Providing and fixing on walls/ ceiling/ floors, 32 mm dia. heavy grade having embossed as ISI
35 Providing and fixing on walls/ ceiling/ floors, 40 mm dia. heavy grade having embossed as ISI
36 Providing and fixing on walls/ ceiling/ floors, 50 mm dia heavy grade having embossed as ISI
37 Providing and fixing 15 mm dia. screw down bib/ stop tap of brass including necessary
38 Supplying installation testing and commissoning of Hubless centrifugally cast iron pipes
39 Supplying installation testing and commissoning of Hubless centrifugally cast iron pipes
40 Providing and fixing 100 mm diastabiliser pipe/ P.V.C. soil vent/waste pipe and with
41 Providing and fixing 75 mm diastabiliser pipe/ P.V.C. soil vent/waste pipe and with
42 Providing and fixing 450mm x 550mm size superior type Belgium mirror with 16mm dia. nickel
43 Supply of Stanless Steel Liquid Soap Dispenser
44 Scrapping the old plastered internal surface with sand paper and coating the entire surface
45 Providing and applying plastic emulsion paint of approved quality, colour and shade to old
46 Providing and applying washable oil-bound distemper of approved colour and shade to old
47 Lowering down the debris obtained from breaking and removing the cement plaster / burnt
48 Providing and fixing aluminium grill diamond mesh type DG202 of 7.5 mm thick including
49 Removing any kind of debris including loading in truck and conveying to dumping

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FORM B-1

PERCENTAGE RATE TENDER & CONTRACT FOR WORKS

DEPARTMENT : PUBLIC WORKS DEPARTMENT.

REGION : PUBLIC WORKS REGION, MUMBAI.

CIRCLE : MUMBAI ( P.W) CIRCLE, MUMBAI

DIVISION : NORTH MUMBAI, (P.W )DIVISION, ANDHERI,

MUMBAI. .

NAME OF WORK :- MOW to Labour Commissioner office BKC Bandra Mumbai.

(Repairs & Renovation of Toilet Block) (Gr to 3rd & 5th to 8th floor).

General Rules and 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 board hung up in the office of the Executive Engineer and signed by the Executive
Engineer, North Mumbai Public Works Division, Andheri, Mumbai.

This form will state the work to be carried out as well as the date for 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. It will also state whether quarry fees, royalties and
ground floor rents will be granted. Copies of the specifications, designs and drawings and estimated
rates, schedule rates and any other documents required in connection with the work shall be signed
by the Executive Engineer for the purpose of identification and shall also be open for inspection to
contractors in 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 Governor of Maharashtra, such
specifications with designs and drawings shall form part of the accepted tender.

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2. In the event of the tender being submitted by a firm, it must be signed separately 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 alongwith the tender the sum of Rs.91,000/- as and by way of earnest
money. Earnest money shall be paid via online using payment gateway mode. The said amount of
earnest money shall not carry any interest whatsoever.

II) In the event of his tender being accepted, subject to the provisions of sub-clause(iii) below, the said
amount of earnest money shall be appropriated towards the amount of security deposit payable by
him under the General Conditions of contract.

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 fails or neglects to furnish the balance of security deposit,
without prejudice to any other rights and powers of the Government, hereunder, or in law,
Government shall be entitled to forfeit the full amount of the earnest money deposited by him.

IV) In the event of the tender not being accepted, the amount of earnest money deposited by the
contractor shall, unless it is prior thereto forfeited under the provisions of sub-clause (ii) above, be
refunded to him on online.

3. 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 a 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 for the firm.

4. Any person who submits a tender shall fill up the usual printed form including the coloumn of the
estimated quantities stating at what rate he is willing to undertake all items of the work. Tenders
which propose any alteration in the work specified in the said form of invitation to tender, or in the
time allowed for carrying out the work, or which contain any other conditions of any sort, will be
liable for rejection. No single tender should include more than one work, but contractors who wish to
tender for two or more works shall submit a separate tender for each. Tenderers shall have the name
and the number of the work to which they refer written outside the envelope.

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5. The Executive Engineer, North Mumbai (P.W.) Division, Andheri, Mumbai, or his duly
authorized assistant will open tenders in the presence of any intending contractors who may be
present at the time and will enter the amount of the several tenders in a comparative statement in a
suitable form. In the event of a tender being accepted, the contractor shall thereupon, for the purpose
of identification, sign copies of the specifications and other documents mentioned in Rule 1. In the
event of tender being rejected, the Divisional officer shall refund the amount of earnest money
deposited by the contractor online.

6. The officer competent to dispose of the tenders shall have the right of rejecting 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 Government unless it is signed by
the Executive Engineer.

8. The memorandum of work to be tendered for and the schedule of materials to be supplied by the
Public Works Department and their rates shall be filled in and completed by the office of the
Executive Engineer 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 this before he
completes and delivers his tender.

9. All work shall be measured net by standard measures and according to the rules and customs of the
Public Works Department and their rates shall be without references to any local custom.

10. Under no circumstances shall any contractor be entitled to claim enhanced rates for any item in this
contract.

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

12. The measurements of work will be taken according to the usual methods in use in the Public Works
Department 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 Public Works Department” will be
final & binding on all parties.
(i) The contractor shall give a list of machinery in their possession and which they propose to
use on the work.

(i) The contractor will have to construct shed for strong materials procured by him at his own

Contractor No. of Corrections Executive Engineer

 28
cost at the work site having double locking arrangement. The materials will be taken for use
in the presence of the Departmental Person. No materials will be allowed to be removed from
site of the work.
13. The tendering Contractor shall furnish a declaration alongwith 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. In view of the difficult position regarding the availability of foreign exchange, no foreign exchange
would be released by the Department for the purchase of plant and machinery required for the
execution of the work contracted for.
(GCD/PWD/CFM/1058/62517 OF 26.5.1959)

15. The contractor shall have to construct shed for storing controlled and valuable materials brought by
the contractor at work site having double locking arrangement at contractor’s cost. The materials
shall then be taken for use in the presence of the Departmental person. No material shall be allowed
to be removed from the site of works.

16. The contractors shall also give a list of machinery in their possession, which they propose to use on
the work.

17. Successful tenderer shall have to produce to the satisfaction of the accepting authority a valid and
current license issued in his favour under the provisions of Contract Labour (Regulation and
Abolition) Act, 1973 before starting the work. Failing which, acceptance of the tender shall be liable
for withdrawal and earnest money shall be forfeited to the Government (refere Government of
Maharashtra, Irrigation and Power Department’s letter No. Lab 1076h181/(666E-17), dated
8/9/1976.)

18. The contractor shall comply with the provisions of Apprentices Act,1961 and the rules and orders
issued thereunder from time to time. If he fails to do so, his failure shall be breach of the contract and
the Chief Engineer / 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 provisions of the said Act.

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 29

TENDER FOR WORKS

I/We hereby tender for the execution, for the Governor of Maharashtra
( here-in-before and here-in after referred to as “ Government”) of the
work specified in the under written memorandum within the time
specified in such memorandum at * _______________________ * In figures as
percent Below/above the estimated rates entered in Schedule ‘B’ ( well as in words
Memorandum showing items of work to be carried out ) and in
accordance in all respects with the specifications, designs, drawings,
and instructions in writing referred to in Rule 1 hereof and in Clause
12 of the annexed conditions of contract and agree that when
materials for the work are provided by the Government, such materials
and the rates to be paid for them shall be as provided in Schedule ‘A”
hereto.

MEMORANDUM

NAME OF WORK :- MOW to Labour Commissioner office A) If several sub

works are included
BKC Bandra Mumbai. (Repairs & Renovation of Toilet they should be
Block) (Gr to 3rd & 5th to 8th floor). detailed in a separate
list.

B) Estimated Cost : Rs. 90,16,570/- C) The amount of

earnest money to be
deposited shall be in
C) Earnest Money. : Rs. 91,000/- accordance with the
provisions of paras
206 & 207 of the
M.P.W. manual.
D) Security Deposit :
I) FDR (Not less than the amount Rs. 91,000/- D) This deposit shall
of earnest money.) be in accordance
with paras 213 &
ii) To be deducted from : Rs 91,000/- 214 of the M.P.W.
current bills. Manual.
________________________
Total Rs 1,82,000/-

E) Percentage, if any to be deducted from

bills so as to make up the total amount E) This percentage
where necessary
required as security deposit by the time, deposit is taken will
half the work as measured by the costs vary from 5 percent
is done 2% (Two PERCENT) to 10 percent
according to the
requirements of the
F) Time allowed for the work case. Where security
from the date of written deposit is taken see
note 1 to clause 1 of
order to commence. 300 Days conditions of
(Including Monsoon) contract.

F) Give schedule
where necessary,
showing dates by
which the various
items are to be
completed.

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 30

2. I/We agree that the offer shall remain open for acceptance for a
minimum period of 60 days from the date fixed for opening of envelope
No.2 (Financial Bid) 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 such
authority . Treasury Bank Challan No. and date or Deposit at Call Receipt
No.___ and date ________ in respect of the sum of Rs 91,000/-
representing the earnest money is herewith forwarded. The amount of
earnest money shall not bear interest and shall be liable to be forfeited to
the Government, 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) 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.

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

executing the necessary bond in favour of the Government, a true copy of
which is enclosed herewith. Should any occasion for forfeiture of earnest
money for this work arise due to failure on my/our part to (i) abide by the
stipulations to keep the offer open for the period mentioned above or (ii)
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
the Engineer, be recovered out of the amount deposited in lump 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 payments which are
due or payable to me/us by the Government under any other contract or
transaction of any nature whatsoever or otherwise.

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 31

4. 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 thereof to forfeit and
pay to Government the sums of money mentioned in the said
conditions.

Contractor : Signature of Contractor

before submission of
the tender
Address :

Dated _______The _______ day of _____ 2023

(Witness) $ ____________________________ $ Signature of witness to

contractor’s signature
Address _______________________________
_______________________________

(Occupation) ___________________________

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

Governor of Maharashtra.

Dated day of 2023 * Executive Engineer * Signature of the officer

by whom accepted.

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 32

CONDITIONS OF CONTRACT
Security deposit Clause 1 - The person/persons whose tender may be accepted
(hereinafter called the Contractor, which expression shall unless
PWD. Resolution excluded by or repugnant to the context include his heirs, executors,
No.CAT/1087/ administrators, and assigns ) shall (A) within 10 days (which may be
CR-94 Bldg 2 extended by Superintending Engineer concerned up to 15 days if
dt. 14-6-89. Superintending Engineer thinks fit to do so) of the receipt by him of the
notification of the acceptance of his tender deposit with the Executive
Engineer in cash or Government securities endorsed to the Executive
Engineer (if deposited for more than 12 months) of the sum sufficient
which will made up the full security deposit specified in the tender or (B)
(Permit Government at the time of making any payment to him for work
done under the contract to deduct such as will amount to * Two percent
of all moneys so payable such deductions to be held by Government by
way of security deposit. ) Provided always that in the event of the
Contractor depositing a lump sum by way of security deposit as
contemplated at above, then and in such case, if the sum so deposited
shall not amount to Two percent of the total estimated cost of the work, it
shall be lawful for Government at the time of making any payment to the
Contractor for work done under the contract to make up the full amount
of Two percent by deducting sufficient sum from every such payment as
last aforesaid until the full amount of the security deposit is made up. All
compensation or other sums of money payable by the Contractor to
Government 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 form , or from any sums which may be due or may
become due by Government to the Contractor under any other contract or
transaction of 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 deposit 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.

Contractor No. of Corrections Executive Engineer

 33

The security deposit will not be accepted in forms of insurance

company bonds as per Government orders contained in No.
CCM/PWD/4250 DATED 27/12/1956.
__________________________________________________
Note : This will be the same percentage as that in the tender at (e) on
Page No.30.

If the amount of the security deposit 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 taken against

the Contractor for recovery of the amounts. The amount of the security

deposit lodged by a Contractor shall be refunded alongwith the

payment of the final bill, if the date up to which the Contractor has

agreed to maintain the work in good order is over. If such date is not

over, only 50% amount of security deposit shall be refunded alongwith

the payment of the final bill. The amount of security deposit retained

by the Government shall be released after expiry of period up to which

the Contractor has agreed to maintain the work in good order is

over. In the event of the Contractor failing or neglecting to complete

rectification work within the period up to which the Contractor has

agreed to maintain the work in good order, then subject to provision of

Clauses 17 and 20 hereof the amount of Security Deposit retained by

Government shall be adjusted towards the excess cost incurred by the

Department on rectification work.

Contractor No. of Corrections Executive Engineer

 34

Compensation for Clause 2 - “The time allowed for carrying out the work as entered in
delay the tender shall be strictly observed by the Contractor and shall be
reckoned from the date on which the order to commence the 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 the essence of the contract on the part of the
Contractor) and Contractor shall pay as compensation an amount
equal to one percent or such smaller amount as the Superintending
Engineer ( 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 uncommenced , or
unfinished after the proposed 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.

25 % of the work in ** 1/4 of the time

50 % do 2/2 of the time

75% 3/4 of the time

100 % do Full time

(300 Days) Including Monsoon)

(As indicated in Bar Chart in Page No. 155

Full work to be completed in 300 Days (Including Monsoon)In the
event of the contractor failing to comply with this condition he shall
be liable to pay as compensation an amount equal to one percent or
such smaller amount as Superintending Engineer (whose decision in
writing shall be 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 per
cent of the estimated cost of the work as shown in the tender.
Superintending Engineer shall be the final authority in this respect,
irrespective of the fact that the tender is accepted by Chief Engineer/
Superintending Engineer/Executive Engineer.

Contractor No. of Corrections Executive Engineer

 35

Action when Clause 3 :- In any case in which under any clause of this contract the
whole of security contractor shall have rendered himself liable to pay compensation
deposit is amounting to the whole of this security deposit (whether paid in one
forfeited. 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 Governor of Maharashtra,
shall have power to adopt any of the following courses, as he may
deem best suited to the interest of Government :-

(A) To rescind the contract (for which rescission notice in writing to

the contractor under the hand of Executive Engineer shall be
conclusive evidence) and in that case the security deposit of the
contractor shall stand forfeited and be absolutely at the disposal of
Government.

(B) To carry out the work or any part of the work departmentally
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 employed for
getting unexecuted part of the work completed and crediting him with
the value of the work done departmentally 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
Executive Engineer as to the costs and other allied expenses so
incurred and as to the value of the work so done departmentally shall
be final and conclusive against the contractor.

(C) To order that the work of the contractor be measured up to and

take such part thereof as shall be unexecuted out of his hands, and to
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-charged
establishment and the cost of the work executed by the new contract
agency will be debited to the contractor and at the value of the work
done or executed through the new contractor shall be credited to
the contractor in all respects and 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 Executive Engineer as to all the
cost of the work and other expenses incurred as aforesaid for or in
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.

Contractor No. of Corrections Executive Engineer

 36

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 therefor actually performed by him under this contract unless
and until the Executive Engineer shall have certified in writing the
performance of such work and the amount payable to him in respect
thereof and he shall only be entitled to be paid the amount so certified.
In the event of either of the courses referred to in clause (b) or (c)
being adopted and the cost of work executed departmentally or
through a new contractor and other allied expenses exceeding the
value of such work credited to the Contractors, the amount of excess
shall be deducted from any money due to the Contractor, by
Government 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 Government even if the
certified value of the work done departmentally 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) or (c) is adopted by the Executive Engineer, the
Contractor shall have no claim to compensation for any loss sustained
by him by reason of his having purchased, or procured any materials,
or entered into any engagements or made any advances on account of,
or with a view to the execution of the work or the performance of the
contract.

Clause 4 - If the progress of any particular portion of the work is

Action when the
progress unsatisfactory, the Executive Engineer shall notwithstanding that the
of any particular
general progress of the work is in accordance with the conditions
portion
of the work is mentioned in clause 2, be entitled to take action under clause 3(b)
unsatisfactory.
after giving the Contractor 10 days notice in writing. The Contractor
will have no claim for compensation, for any loss sustained by him
owing to such action.

Contractor No. of Corrections Executive Engineer

 37

Contractor Clause 5 :- In any case in which any of the powers conferred upon
remains liable the Executive Engineer by clause 3 and 4 hereof shall have become
to pay compensation exercisable and the same shall not have been exercised, the non
if exercise thereof shall not constitute a waiving of any of the
action not taken conditions hereof and such powers shall notwithstanding be
under exercisable in the event of any future case of default by the
Clause 3 & 4. contractor for which under any clause hereof he is declared liable to
pay compensation amounting to the whole of his security deposit and
the liability of the contractor for past and future compensation shall
remain unaffected. In the event of the Executive Engineer taking
action under sub - clause (a) or (c) of clause 3, he may, if he so
desires, take possession of all or any tools, plant, materials and stores,
in or upon the works or the site thereof or belonging to the
Power to take contractor, or procured by him and intended to be used for the
possession execution of the work or any part thereof, paying or allowing for the
of or require same in account at the contract rates, or in the case of contract rates
removal of not being applicable at current market rates, to be certified by the
or sell Executive Engineer whose certificate thereof shall be final. In the
contractor’s alternative, the Executive Engineer may, after giving notice in
plant. writing to the contractor or his clerk of the work, foreman or other
authorized agent require him to remove such tools and plants,
materials, or stores from the premises within a time to be specified in
such notice, and in the event of the contractor failing to comply with
any such requisition, the Executive Engineer may remove them at
the contractor’s expenses or sell them by auction or private sale on
account of the contractor and at his risk in all respects, and the
certificate of the Executive Engineer as to the expenses of any such
removal and the amount of the proceeds and expense of any such sale
shall be final and conclusive against the Contractor.

Clause 6 :- If the Contractor shall desire an extension of the time for

Extension of time. completion of work on the ground of his having been unavoidably
hindered in its execution or on any other grounds, he shall apply in
writing to the Executive Engineer before the expiry 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 Executive
Engineer/Superintending Engineer or the Chief Engineer may if
in his opinion, there were reasonable grounds for granting an
extension, grant such extension as he thinks necessary or proper. The
decision of the Executive Engineer/Superintending Engineer (as
the case may be) in this matter shall be final.

Contractor No. of Corrections Executive Engineer

 38

Final Certificate Clause - 7 :- On the completion of the work the Contractor shall be
furnished with a certificate by the Executive Engineer ( hereinafter
called the Engineer-in-charge ) of such completion, but no such
certificate shall be given nor shall the work be considered to be
completed until the Contractor shall have remove 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 wok nor
until the work shall have been measured by the Engineer-in-charge or
where the measurements have been taken by his subordinates until
they 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 of scaffolding, surplus materials and rubbish
and the cleaning of dirt on or before the date fixed for the completion
of the work the Engineer-in-charge may at the expense of the
Contractor, remove 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 all
expenses so incurred, but shall have no claim in respect of any such
scaffolding or surplus materials as aforesaid except for any sum
actually realized by the sale thereof.

Payment on Clause 8 :- No payment shall be made for any work, estimated to cost
intermediate less than Rupees One Thousand till after the whole of work shall have
certificate to be been completed and a certificate of completion given. But in the case
regarded as of works estimated to cost more than Rupees One Thousand, the
advances. Contractor shall on submitting a monthly bill therefore, be entitled to
receive payment proportionate to the part of the work then approved
and passed by the Engineer - in- charge, whose certificate if 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 payments 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 from
requiring any bad, unsound, imperfect or unskillful work to be
removed or taken away and reconstructed or re-erected nor shall any
such payment be considered as an admission of the due performance
of the Contract or any part thereof in any respect or the occurring of
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-charge's certificate of the
measurements and of the total amount payable for the work shall be
final and binding on all parties.

Contractor No. of Corrections Executive Engineer

 39

Payment at Clause 9 :-The rates for several items of works estimated to cost more
reduced rates on
than Rs.1000/- agreed to within shall be valid only when the item
account of items
of work not concerned is accepted as having been completed fully in accordance
accepted as
with the sanctioned specifications. In cases where the items of work
completed to be
at the desecration are not accepted as so completed, the Engineer-in-charge may make
of the Engineer in
payment on account of such items at such reduced rates as he may
charge.
consider reasonable in the preparation of final or on-account bills.

Bill to be Clause 10 :- A bill shall be submitted by the Contractor in each

submitted
month on or before date fixed by the Engineer-in-charge for all works
monthly.
executed in the previous month, and the Engineer-in-charge shall take
or cause to be taken the requisites measurement for the purpose of
having the same verified and the claim, so far as it is admissible, shall
be adjusted , if possible, within ten 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 countersignature 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 respect.

Clause 11 - The Contractor shall submit all bills on the printed forms
Bills to be on
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.

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 40

Stores supplied Clause 12 :- If the specification or estimate of the work provides for
by Government. the use of any special description of material to be supplied from the
stores of the Public Works Department store or if it is required that
the contractor shall use certain stores 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 of the contractor but not so as in any way to control the
meaning or effect of this contract specified in the schedule or
memorandum hereto annexed) the contractor shall be supplied with
such materials and stores as may be required from time to time to be
used by him for the purpose of the contract only, and the 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 the 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
Government and shall on no account be removed from the site of the
work, and shall at all times be open to inspection by the Engineer-in-
charge. Any such materials unused and in perfectly good condition at
the time of completion or determination of the contract shall be
returned to the Public Works Departmental 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 or damage
to any such materials.

Clause 12 (A) :- All stores of controlled materials such as cement,

steel etc., to be supplied by Government to the contractor should be
kept by the contractor under lock and key and will be accessible for
inspection by the Executive Engineer or his agent at all the times.

Works to be Clause 13 :- The contractor, shall execute the whole and every part
executed in of the work in the most substantial and workman like manner, and
accordance with both as regards materials and every other respect in strict accordance
specifications with specifications. The contractors shall also conform exactly, fully
drawings, and faithfully to the designs, drawings and instructions in writing
orders, etc. 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 entitled to receive three
sets of contract drawings 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 required by him, shall be supplied at the rate of
Rs.300/- per set of contract drawings and Rs.150/- per working
drawing except where otherwise specified.

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

specifications in alterations in or additions to the original specifications, drawings,
designs not to designs, and instructions that may appear to him to be necessary or
invalidate advisable during the progress of the work, and the Contractor shall be
contracts. 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 rates is specified
in this contract, then such class of work shall be carried out at the
Rates for works rates entered in the Schedule of Rates of the Division prevailing at the
not entered in time when the extra items crop up or at the rates mutually agreed
estimate, or upon between the Engineer-in-charge and the contractor whichever
schedule of rates are lower. If the additional or altered work for which no rate is
of the contract. entered in the Schedule of 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 the 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 by notice in writing be at
liberty to cancel his order to carry out such class of work, and arrange
to carry it out in such manner as he may consider advisable provided
always that the Contractor shall commence work or incur any
expenditure in regard thereto before the rates shall have been
determined as lastly here in before mentioned, then in such case he
shall only be entitled to be paid in respect of the work carried out or
expenditure incurred by him prior to the date of the determination of
the rates 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 Superintending Engineer of the Circle will be final.

Extensions of time Where, however, the work is to be executed according to the

in consequence of designs, drawings and specifications recommended by the contractor
additions or and accepted by the competent authority the alterations above
alterations. referred to shall be within the scope of such designs, drawings and
specifications appended to the tender.

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.

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No claim to any Clause 15 :- (1) If at any time after the execution of the contract
payment or documents, the Engineer shall for any reason what-so-ever (other than
compensation for default on the part of the Contractor for which the Government is
alteration in or entitled to rescind the contract) desires that the whole or any part of
restriction of the work specified in the tender should be suspended for any period or
work. that 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
CAT-1268/59382- suspended so as not to cause any damage or injury to the work already
Q done or endanger the safety thereof provided that the decision of the
DT.14-3-74. Engineer as to the stage at which the work or any part of it 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 10 days prior notice in writing to the Engineer, within 30
days of the expiry of the said period of 90 days, of such intention and
requiring the Engineer to record the final measurements of the work
already done and to pay final bill. Upon giving such notice the
Contractor shall be deemed to have been discharged from his
obligation to complete the remaining unexecuted work under his
contract. On receipt of such notice the Engineer shall proceed to
complete the measurement and make such payment as may be finally
due to the Contractor within a period of 90 days from the receipt of
such notice in 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
provisions of this clause.

(3) Where the Engineer requires 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 the Engineer
within 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 on the site or on
account of his having had to pay the salary or wages of labour
engaged by him during the said period of suspension, 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 suspension whatsoever occasioned by unsatisfactory
work or any other default on his part. The decision of the Engineer in
this regard shall be final and conclusive against the Contractor.

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CAT-1268/59382 4. In the event of -
Dsk-II dt.22-2-78.
i) Any total stoppage of work on notice from the Engineer
under clause (1) in that behalf.

ii) Withdrawal by the Contractor from the contractual obligations

to complete the remaining unexecuted work under sub-
clause (2) on account of continued suspension of work for a
period exceeding 90 days.

OR

iii) Curtailment in the quantity of item or items originally

tendered on account of any alteration, omission or substitutions in the
specifications drawing, designs, or instructions under clause 14(1)
where such curtailment exceeds 25% in quantity and the value of the
quantity curtailed beyond 25 percent at the rates for the item
specified in the tender is more than Rs. 5,000/-.

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 the contractual obligations under the contract on account
of the continued suspension of work or (iii) notice under clause 15(1)
resulting in such curtailment, to produce to the Engineer satisfactory
documentary evidence that he had purchased for agreed to purchase
material for use in the contract work, before receipt by him of the
notice of stoppage, suspension or curtailment and require the
Government to take over on payment such material at the rates
determined by the Engineer, provided, however such rates shall in no
case exceeds the rates at which the same were acquired by the
Contractor. The Government 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 specifications approved by the Engineer.

No claim to any Clause 15 (A) - The Contractor shall not be entitled to claim any
payment or compensation from Government for the loss suffered by him on
compensation for account of delay by Government in the supply of materials entered in
alteration in or Schedule A where such delay in caused by -
restriction of
work. i) Difficulties relating to the supply of railway wagons.

ii) Force majeure.

iii) Act of God.

iv) Act of enemies of the State or any other reasonable cause

beyond the control of Government.

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 44

In the case of such delay in the supply of materials, Government

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 Executive
Engineer as to the extension of time shall be accepted as final by the
Contractor.
Time limit for Clause 16 :- Under no circumstances whatever shall the Contractor
unforeseen be entitled to any compensation from Government on any account
claims. unless the Contractor shall have submitted claim in writing to the
Engineer-in-charge within one month of the case of such claim
occurring.
Action and Clause 17 :- If at any time before the security deposit or any part
compensation thereof is refunded to the Contractor it shall appear to the Engineer-
payable in case in-charge or his subordinate in charge of the work, that any work has
of bad work. been executed with unsound, imperfect or unskillful 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 the that Contracted for, or are otherwise not in
accordance with the Contract, it shall be lawful for the Engineer-in-
charge to intimate this fact in writing to the Contractor and then not
with standing the fact that the work, materials or articles complained
of may have been inadvertently passed, certified and paid for, the
P.W.D. Resolution Contractor shall be bound forthwith to rectify, or remove and
No. CAT-1087/ reconstruct the work so specified in whole or in part, as the case may
CR-94/ be require or if so required shall remove the materials or articles so
Bldg.2 dt.14-6-89. 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 10 days during which the failure so
continuous and in the case of any such failure the Engineer-in-charge
may rectify or remove and re-execute the work or remove and replace
the materials or articles complained of, as the case may be at the risk
and expense in all respects of the Contractor. Should the Engineer-in-
charge consider that any such inferior work or materials as described
above may be accepted or made use of it shall be within his discretion
to accept the same at the such reduce rates as he may fix therefor.

Work’s to be Clause 18 :- All works under or in course of execution or executed in

opened to pursuance of the contract shall at all times be open to the inspection and
inspection. supervision of the Engineer-in-charge and his subordinates, and the
Contractor shall at all times during the usual working hours, and at all
Contractor or other times at which reasonable notice of the intention of the Engineer-
responsible in-charge and his subordinates to visit the work shall have been given to
agent to be the contractor, either himself be present to receive orders and
present. instructions , or have a responsible agent duly accredited in writing
present for that purpose. Orders given to the Contractors duly authorized
agent shall be considered to have the same force and effect as if they had
been given to the Contractor himself.

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Notice to be Clause 19 :- The Contractor shall give not less than five days notice
given before in writing to the Engineer-in-charge or his subordinate in charge of
work is covered the work before covering up or otherwise placing beyond the reach of
up. measurement any work in order that the same may be measured and
correct dimension thereof taken before the same is so covered up or
placed beyond the reach of 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 having been
given or consent obtained the same shall be uncovered at the
Contractors expense, and in default thereof no payment or allowance
shall be made for such work or for the materials with which the same
was executed.

Contractor liable Clause 20 :- If during the period of 24 (Twenty Four) months from
for damage done, the date of completion as certified by the Engineer-in-charge pursuant
and for to clause 7 of the contract, and if in the opinion of the Executive
imperfections. Engineer the said work is defective in any manner whatsoever, the
Contractor shall forthwith on receipt of notice in that behalf from the
P.W.D. Resolution Executive Engineer, duly commence execution and completely carry
No.CAT-1087/CR- out at his cost in every respect all the work that may be necessary for
94/Bldg.2.dt.14-6- rectifying and setting right the defects specified therein including
89. dismantling and reconstruction of unsafe portions 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 therefor in the said notice and /or to
complete the same as aforesaid as required by the said notice, the
Executive Engineer may get the same executed and carried out
departmentally or by any other agency at the risk, on account and at
the cost of the Contractor. The Contractor shall forthwith on demand
pay to the Government the amount of such cost, charges and expenses
sustained or incurred by the Government of which the certificate of
the Executive Engineer shall be final and binding on the Contractor.
Such costs, charges and expenses shall be deemed to be arrears of
land revenue and in the event of the Contractor failing or neglecting
to pay the same on demand as aforesaid without prejudice to any
other rights and remedies of the Government, the same may be
recovered from the contractor as arrears of land revenue. The
Government shall also be entitled to deduct the same from any
amount which may then be payable or which may thereafter become
payable by the Government to the contractor either in respect of the
said work or any other work whatsoever or from the amount of
security deposit retained by Government.

Contractor to Clause 21 :- The Contractor shall supply at his own cost all material

Contractor No. of Corrections Executive Engineer

 46
supply plant, (except such special materials, if any as may, in accordance with the
ladders contract, be supplied from the P.W. Departmental stores), plant, tools
scaffoldings, appliances, implements, ladders, cordage, tackles, scaffolding and
etc. temporary works requisite or proper for the proper execution of the
work, whether in the original, altered or substituted from, and whether
included in the specification or other documents forming part of the
And is liable for contract or referred to in these conditions or not and which may be
damages arising necessary for the purpose of satisfying or complying with the
from non requirements of the Engineer-in-charge as to any matter as to which
provisions under these conditions he is entitled to be satisfied, or which he is
of lights, fencing entitled to require together with the carriage therefor to and from the
etc. 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 of 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 other 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 cost which 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 for compromising any
claim by any such person.

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 works
that cannot be safely done from a ladder or by other means.

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 and appliances connected therewith and all

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.

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 47
d) Scaffolds shall be so constructed that no part thereof can be
displaced in consequence of normal use.

e) Scaffold shall not be over-loaded and so far as practicable the

load 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 workmen the

Contractor shall whether the scaffold has been erected by
his workmen or not, take steps to ensure that it complies
fully with the regulations herein specified.

i) Working platform, gangway, stairways shall -

i) be so constructed that no part thereof can sag

unduly on unequally.

ii) be so constructed and maintained, having regard to the

prevailing conditions as to reduce as for 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 3.00 meters,

i) every working platform and every gangway shall

be closely boarded unless other adequate
measures are taken to ensure safety,

ii) every working platform and gangway shall have

adequate width; and

iii) every working platform and gangway, working place

and stairway shall be suitable fenced.

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

platform shall expect for the time and to the extent require to
allow the excess of persons or the transport or shifting of
material be provided be suitable means to prevent the fall of
persons or material.

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 48

l) When persons are employed on a roof where there is a danger

of falling from a height exceeding 3.00 meters (to be
specified) suitable precautions shall be taken to prevent the fall
of persons or materials.

m) Suitable precautions shall be taken to prevent persons being

struck by articles which might fall from scaffolds or other
working places.

n) Safe means of access shall be provided to all working

platforms and other working places.

o) The Contractor/(s) will have to make payments to 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 machines and tackles, including their attachments,

anchorages and supports shall.
i) be of good mechanical construction, sound 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 of suspension shall be of suitable quality and adequate strength
and free from patent defect.

c) Hoisting machines and tackles shall be examine and

adequately tested after erection on the site and before use and be re-
examined in position at intervals to be prescribed by the Government .

d) Every chain, ring, hook, shackle, swivel and pulley block used
in hoisting or lowering materials or as a means of suspension shall be
periodically examined.

e) Every crane driver or hoisting appliance operator shall be

properly qualified.

f) No person who is below the age of 18 years shall be in

control of any hoisting machine, including any scaffold, or give
signals to the operator.

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

hook, shackle, swivel and pulley block used in hoisting or lowering or
as a means of suspension, the safe working load shall be ascertained
by adequate means.

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 49

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 safe working load and the conditions under which
it is applicable shall be clearly indicated.

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

regulation (h) above shall be loaded beyond the safe working load
except for the purpose of testing.

k) Motors, gearing transmissions, electric wiring and other

dangerous parts of hoisting appliances shall be provided with efficient
safeguards.

l) Hoisting appliances shall be provided with such means as will

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

m) Adequate precaution shall be taken to reduce to a minimum

the risk of any part of a suspended load becoming accidentally
displaced.

Measure for Clause 22 :- The Contractor shall not set fire to any standing jungle,
prevention of fire. trees, brushwood or grass without a written permit from the Executive
Engineer. 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 measures to prevent such fire
spreading to or otherwise damaging surrounding property.

The Contractor shall make his own arrangements for drinking water
for the labour employed by him and provide sanitary and other
arrangements.

Liability of Clause 23 :- Compensation for all damages done intentionally or

contractor for unintentionally by Contractors labour whether in or beyond the limits
any damage done of the Government property including any damage caused by the
in or outside spreading of fire mentioned in Clause 22 shall be estimated by the
work area. Engineer-in-charge subject to the decision of the Superintending
Engineer on appeal shall be final and the Contractor shall be bound to
pay the amount of the assessed compensation on demand, failing
which the same will be recovered from the Contractor as damage in
the manner prescribed in Clause 1 or deducted by the Engineer-in-
charge from any sums that may be due or become due from
Government to Contractor under this contract or otherwise.

The Contractor shall bear the expenses of defending any action or

other legal proceedings that may be brought by any person for injury
the spread sustained by him owing to neglect of precautions to
prevent the spread of fire and he shall pay any damages and cost that
may be awarded by the court in consequence.

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 50

Employment of Clause 24 :- The employment of female labours on works in

female labour neighborhood of soldiers barracks should be avoided as far as
possible. The contractor shall employ the labours from the nearest
Employment Exchange.

Work on Sunday Clause 25 :- No work shall be done on a Sunday without the sanction
in writing of the Engineer-in-charge.

Work not to be Clause 26 :- The contract shall not be assigned or sublet without the
sublet written approval of the Engineer-in-charge. And if the Contractor
shall assign or sublet his contract, or attempt to do so, or become
insolvent or commence any proceedings to get himself adjudicated
Contract may be and insolvent or make any composition with his creditors, or attempt
rescinded and so to do or if bribe, gratuity, gift loan, perquisite, reward or
security deposit advantage, pecuniary or otherwise shall either directly or indirectly be
forfeited for given, promised or offered by the Contractor or any of his servants or
subletting it agents to any public officer or person in the employ of Government in
without approval any way relating to his office or employment, or if any such officer
or for bribing a or person shall become in any way directly or indirectly interested in
public officer or the contract, the Engineer-in-charge may thereupon by notice in
if contractor writing rescind the contract, and the security deposit of the Contractor
becomes shall thereupon stand forfeited and be absolutely at the disposal of
insolvent. Government, and the same consequences shall ensure as if the
contract had been rescinded under Clause 3 thereof and in addition the
Contractor shall not be entitled to recover or be paid for any work
therefor actually performed under the contract.

Sum payable by Clause 27 :- All sums payable by a Contractor by way of

way of compensation under any of these conditions shall be considered as a
compensation to be reasonable compensation to be applied to the use of Government
considered as without reference to the actual loss or damages sustained, and whether
reasonable any damage has or has not been sustained.
compensation
without reference
to actual loss.

Change in the Clause 28 :- In the case of tender by partners, any change in the
constitution of constitution of a firm shall be forthwith notified by the Contractor to
firm to be the Engineer-in-charge for his information.
notified.

Direction and Clause 29 :- All works to be executed under the contract shall be
control of the executed under the direction and subject to the approval in all respects
Superintending of the Superintending Engineer of the Circle, for the time being, who
Engineer. 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.

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Direction and Clause 30 (1) :- Except where otherwise specified in the contract and
control of the subject to the powers delegated to him by Government under the
Superintending code, rules then in the force, the decision of the Superintending
Engineer. Engineer of the Circle for the time being shall be final, conclusive and
binding on all parties of the contract upon all questions relating to the
meaning of the specifications, designs, drawings and instruction
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 things whatsoever, if any way arising out of, or relating to
the contract, designs, drawings, specifications, estimates ,
instructions, orders, or other conditions, or otherwise concerning the
works, or the execution, or failure to execute the same, whether
arising during the progress of the work, or after the completion or
abandonment thereof.

Clause 30 (2) :- The Contractor may within thirty days of receipt by

him of any order passed by the Superintending Engineer of the Circle
as aforesaid appeal against it to the Chief Engineer, concerned with
the contract work or project provided that -

(a) The accepted value of the contract exceeds Rs. 10 lakhs

(Rupees Ten lakhs)
(b) Amount of claim is not less than Rs. 1.00 Lakh
(Rupees One Lakh).

Clause 30 (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
concerned Secretary, Public Works Department/Irrigation Department
who, if convinced that Prima-facie the Contractors claim rejected by
Superintending Engineer/Chief Engineer is not frivolous and that
there is some substance in the claim of the Contractor as would merit
a detailed examination and decision by the Standing Committee, shall
put up to the Standing Committee at Government level for suitable
decision
( vide PW Circular No. CAT-1086-CR-110/Bldg.2 Dated 7.5.1986).

Clause 31 :- The Contractor shall obtain from the P.W.

Stores of Departmental stores all stores and articles of European or American
European or manufacture which may be required for the work, or any part thereof
American or in making up any articles required thereof in connection therewith
manufacture to unless he has obtained permission in writing from the Engineer-in-
be obtained from charge to obtained such stores and articles elsewhere. The value of
Government 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 rate shown in the said schedule in from 'A' attached to the
Contract and if they are not entered in the schedule, they shall be
debited to him at cost price which for the purpose of this Contract
shall include the cost of carriage and all other expenses whatsoever,
which shall have been incurred in obtaining delivery of the same at
the stores aforesaid.

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Lump-sum in Clause 32 :- When the estimate on which a tender is made includes

estimates. lump sums in respect of part 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 payable under this
Contract for each items, or if the parts of the work in question is not
in the opinion of the Engineer-in-charge capable of measurement, the
Engineer-in-charge may at 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 provisions of this
clause.

Action where no Clause 33 :- In the case of any class of work for which there is no
specifications. such specification as is mentioned in Rule 1 of Form B-1 such work
shall be carried out in accordance with the Divisional specifications,
and in the event of there being no Divisional specification, then in
such case the work shall be carried out in all respects in accordance
with all instructions and requirements of the Engineer-in-charge .

Definition of Clause 34 :- The expression "Work" or "Works" where used in these

work. conditions, shall unless there be something in the subject or context
repugnant to such construction, be constructed 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.

Contractor’s Clause 35 :- The percentage referred to in the tender shall be

percentage deducted from/added to the gross amount of the bill before deducting
whether applied the value of any stock issued.
to net or gross
amount of bill.

Quarry fees and Clause 36 :- All quarry fees, royalties, octroi dues and ground rent
royalties. for stacking materials, if any, should be paid by the contractor.

Compensation Clause 37 :- The Contractor shall be responsible for and shall pay
under workmen's any compensation to his workmen payable under the Workmen's
Compensation Compensation Act.1923 (VIII of 1923), (hereinafter call the said Act)
Act. for injuries caused to the workmen. If such compensation is
payable/paid by the Government as principal under sub-section (1) of
Section 12 of the said Act on behalf of the Contractor, it shall be
recoverable by the Government from the Contractor under sub-section
(2) of the said section. Such Compensation shall be recovered in the
manner laid down in Clause 1 above.

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Clause 37 (A) :- The Contractor shall be responsible for and shall pay the
expenses of providing medical aid to any workmen who may suffer a bodily
injury as a result of an accident. If such expenses are incurred by
Government the same shall be recoverable from the Contractor forthwith
and be deducted without prejudice to any other remedy of the Government
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 equipments so provided by

the Contractor and the Contractor shall take adequate steps to ensure 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
and 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.

Clause 37 (C) :- The Contractor shall duly comply with the provisions of
"The Apprentices Act. 1961" (III of 1961) the rules made thereunder and
the orders that may be issued from time to time under the said Act and the
said Rules and on his failure or neglect to do so he shall be subjected to all
the liabilities and penalties provided by the said Act and said Rules.
(Govt. Circular No. CAT-6076/3336/(400)/Bldg.2 dt. 16-8-1985.)

Clause 38 :- (1) Quantities shown in the tender are approximate and no

As per Govt.of Maharashtra
PWD circular No. Sankirna - claim shall be entertained for quantities of work executed being either more
2017 C. R. 121(Part-II) or less than those entered in the tender or estimate.
Building-2 Dt: 19 / 09 /2017.
“Excess quantity shall be
executed only after prior
permission of the authority (2) Quantities in respect of the several items shown in the tender are
granting administrative approval approximate and no revision in the tendered rates shall be permitted in
to the work shall be paid at
tender rate only. The respect of any of the items so long as, subject to any special provision
CE/SE/EE/are directed to contained in the specifications prescribing a different percentage of
prepare the AA estimates based permissible variation in the quantity of the item does not exceed the tender
on logical investigation / RCC
designs. No change in quantity quantity by more than 25 percent and so long as the value of the excess
of foundations & RCC shall be quantity beyond this limit at the rate of the items specified in the tender, is
permitted as the department has not more than Rs.5,000/-
faced tremendas critisium due to
avoidable excesses in quantities.
Also the AA will stand
automatically received if TS is
for lesser value.

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(3) The contractor shall if ordered in writing by the Engineer so to

do, also carry out any quantities in excess of the limit mentioned in
sub-clause (i) hereof on the same conditions 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 rates and in the absence of
such rates (ii) at the rates prevailing in the market. The said rates
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 accepted (For the purpose of operation
of this clause, this cost shall be as worked out from D.S.R.
prevailing at the time of acceptance of tender.)

(4) 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.5,000/- (This
clause is not applicable to extra items)

Employment of Clause 39 - The Contractor shall employ any famine, convict or

famine labour other labour of a particular kind or class if ordered in writing to do so
etc. by the Engineer-in-charge.

Claim for Clause 40 - No compensation shall be allowed for any delay caused
compensation for in the starting of the work on account of acquisition of land or, in the
delay in starting case of clearance works, on account of any delay in according
of work. sanction to estimates.

Claim for Clause 41 - No compensation shall be allowed for any delay in the
compensation for execution of the work on account of water, standing in borrow pits or
delay in compartments. The rates are inclusive for hard or cracked soil,
execution of excavation in mud, sub-soil water or water standing in borrow pits
work. and no claim for an extra rate shall be entertained unless otherwise
expressly specified.

Entering upon or Clause 42 - The Contractor shall not enter upon or commence any
commencing any portion of work except with written authority and instructions of the
portion of work. Engineer-in-charge or his subordinate in charge of the work. Failing
such authority the Contractor shall have no claim to ask for
measurements of the payment for work.

Minimum age of Clause 43 (i) :- No contractor shall employ any person who is under
persons the age of 18 years.
employed, the
employment of (ii) No contractor shall employ donkeys or other animals with
donkeys and / or breaching of string or thin ropes. The breaching must be at least
other animals three inches wide and should be of tape (Nawar).
and the payment
of fair wages. (iii) No animal suffering from sores, lameness or emaciation or
which is immature shall be employed on the work.

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(iv) The Engineer-in-charge or his Agent is authorized to

remove from the work, any person or animal found working
which does not satisfy these conditions and no responsibility
shall be accepted by Government for any delay caused in the
completion of the work by such removal.

(v) The contractor shall pay fair and reasonable wages 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 not fair and
reasonable, the dispute shall be referred without delay to the
Executive 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
Government at the sanctioned tender rates.

(vi) Contractor shall provide drinking water facilities to the

workers. Similar amenities shall be provided to the workers
engaged on large work in urban areas.

(vii) All facilities provided in the contract labour (Regulation

and Abolition Act 1971), The Maharashtra Contract Labour
Regulation and Abolition Rule 1971 should be provided.

Method of Clause 44 :- Payment to contractors shall be made by cheque drawn

payment. on any treasury within the division convenient to them, provided the
amount exceeds Rs.10. Amounts not exceeding Rs.10 will be paid in
cash.

Acceptance of Clause 45 :- Any contractor who does not accept these conditions
conditions shall not be allowed to tender for works.
compulsory before
tendering for work.

Clause 46 :- If Government declares a state of scarcity of famine to

Employment of exist in any village situated within 10 miles of the work the
scarcity labour. 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 by any person to whom the Executive Engineer may
have delegated this duty in writing to be in need of relief and shall be
bound to pay to such person wages not below the minimum which
Government may have fixed in this behalf. Any disputes 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 Contractor .

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GST Finance Clause 47 :- The Contractor should quote his rate inclusive of all
Department Circular taxes considering impact of GST etc. (Taxes, rates, cases, and are also
No GST-1017/Case
No. 81/ Karadhanl
inclusive of the leviable tax.).
dated 19/09/2017.
Clause 47 A :-
C. E. (M) / Tender / a) The Bidder shall quote his rate considering the provisions Counted
5705. under GST Act 2017.
Dt. 30/11/2017.
b) Provisional account of GST 2% ie CGST 1% + SGST 1% will be
deducted at source (T.D.S.) after the enforcement of section 51 of
Maharashtra Goods and Service Act-2017.
c) Bidders shall quote his rate excluding GST.
d) GST shall be paid on the amount of bill of the work done as per
prevalling guidelines rate of GST during the period of work done as
applicable.
e) The rates quoted by the contractor shall be deemed to be inclusive
of the labour welfare cess and other taxes (other than GST) that the
contractor will have to pay for the performance of this contract. The
Employer will perform such duties in regard to the deduction of such
taxes at source as per applicable law.

Clause 48 :- The rates to be quoted by the Contractor must be

inclusive of all other relevant taxes. No extra payment of this account
will be made to the Contractor.

Clause 49 :- In case of materials that may remain surplus with the

Contractor from those issued for the work contracted for, the date of
ascertainment of the materials being surplus will be taken as the date
of sale for the purpose of sales tax and the sales tax will be recovered
on such sale.

Clause 50 :- The Contractor shall employ the unskilled labour to be

employed by him on the said work only from locally available labour
and shall give preference to those persons enrolled under Maharashtra
Government Employment and Self Employment Department's
Scheme.

Provided, however, that if the required unskilled labours are

not available locally, 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 the said work, obtain the rest of requirement of unskilled the labour
from outside the above scheme.

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Clause 51 :- The contractor shall pay the labourers (skilled and

unskilled) according to the wages prescribed by the Minimum
Wages Act of 1948 applicable to the area in which the work of the
contract is located. The contractor shall comply with the provision of
the Apprentices Act, 1961, and the rules and orders issued thereunder
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
may cancel the contract. The Contractor shall also be liable, for any
precautionary liability, arising on account of any violation by him of
the provision of Act.

The contractor shall pay labourers skilled and unskilled

according to the wages prescribed by the Minimum Wages Act, of
1948 applicable to the area in which work lies.

The contractor to take precautions against accidents which take

place on account of labour using loose garments while working
machinery.

Clause 52 :- All amounts whatsoever which the contractor is liable

to pay to the Government in connection with the execution of the
work including the amount payable in respect of (i) materials and /
or stores supplied/ issued hereunder by the Government to the
contractor. (ii) hire charges in respect of heavy plant, machinery and
equipment given on hire, by the Government to the contractor for
execution by him of the work and/or on which advances have been
given by the Government to the contractor shall be deemed to be
arrears of Land Revenue and the Government may without prejudice
to any other rights and remedies of the Government recover the same
from the contractor as arrears of land revenue.
(CAT-1274/40364/Desk-2 dt. 7-12-76)
Government
Circular No. CAT- Clause 53 :- The Contractor shall duly comply with all the
1284/(120) /Bldg.2 provisions of the Contract Labour (Regulation and Abolition ) Act,
dt. 14.8.85. 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 provisions concerning payment of
wages particularly to workmen employed by the Contractor and
working on the site of the work. In particular the Contractor shall pay
wages to each worker 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 the Government
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 Government
to such workers shall be deemed to be an arrears of land revenue and
the Government shall be entitled to recover the same as such from the
contractor or deduct the same from the amount payable by the
Government to the Contractor here under or from any other amount/s
payable to him by the Government.

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Clause 54 :- The contractor shall engage apprentice such as brick

layer, carpenter, wiremen, plumber, as well as blacksmith by
recommended by the State Apprenticeship Advisor Director of
Technical Education, Dhobi Talaw, Mumbai :400 001. In the
construction work (as per Government of Maharashtra, Education
Government No.TSA/5170/T5689, dated 7.7.1972).

Conditions for Clause 55 :- (Government of Maharashtra P.W.D. Resolution No.

malaria CAT/1086/CR-243/K/Bldg.32 Dt. 11.8.1987)
eradication anti
malaria and A. The anti malaria and other health measures shall be as directed
other health by the joint Director (Malaria and Filaria) of Health Service,
measures Pune.

B. Contractor shall see that mosquitoegenic conditions are not

created 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
Program and as directed by the Joint Director (M & F) of
Heath Services, Pune.

D. In case of default in carrying out prescribed anti-malaria

measures resulting in increase in malaria incidence, contractor
shall be liable to pay to Corporation the amount spent by
Government on anti malaria measures to control the situation in
addition to fine.

E. RELATIONS WITH PUBLIC AUTHORITIES

The Contractor shall make sufficient arrangements for draining

away the sewage 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, regulations, bye-
laws and directions given from time to time by any local or
public authority in connection with this work and shall pay fees
or charges which are livable on him without any extra cost of
Government.

( Government of Maharashtra P.W.D. Resolution No.CAT-1086/CR-

243/D-Bldg.2 dated 11.9.1987.)

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Clause 56 :

Contractor shall take out necessary Insurance Policy / Policies(viz. Contractors' All Risks Insurance
Policy, Errection All RisksInsurance Policy etc. as decided by the Directorate of Insurance) so as toprovide
adequate insurance cover for execution of the awarded contract work for total contract value and complete
contract period compulsorily from the "Directorate of Insurance, Maharashtra State, Mumbai" only, Its postal
address for correspondence is "264, MHADA, First floor, Opp. Kalanagar, Bandra (E), Mumbai-400051".
(Telephone Nos.26590403 / 26590690 and Fax Nos. 26592461 / 26590403). Similarly all workmen's appointed to
complete the contract work are required to insure under workmen's compensation Insurance Policy, Insurance
Policy / Policies taken out from any Insurance Company, the same will not be accepted and the amount of
premium calculated by the Government Insurance Fund will be recovered directly from the amount payable to the
contractor for the executed contract work and paid to the Directorate of Insurance Fund, Maharashtra State,
Mumbai. The Director of Insurance reserves the right to distribute the risks of insurance among the other insurers.
(As per revised circulate issued by Dy. Directorate of Insurance Maharashtra State vide letter No. |ÉÊ´ÉÊxÉ-
2310/ºÉÉ.¤ÉÉ.Ê´É./ʴɨÉÉ ´ÉºÉÚ±ÉÒ / +ʦÉ-3 dated 8.9.2010 below mentioned percentage for insurance of contract work
shall be added in the recapitulation sheet while framing the estimate as it is not considered in the D.S.R. while
arriving at rates and the amount incurred by contractors for insurance of work shall be reimbursed on production
of documentary evidence and after checking

a) Work value upto Rs. 25.00 lakhs - 0.50%

b) Work value above Rs. 25.00 lakhs = 1.00%.

Industrial, Clause 57 : CESS ON BUILDING & CONSTRUCTION LABOUR WELFARE

Electrical &
labour Dept. An amount of equal to one percent on amount of tendered amount shall be deducted from the
Mantralaya payment of contractor as a cess on building & construction labour welfare. The deducted
Mumbai G.R.
BCS-
amount shall be remitted in to account number 00422010000153 in the Bank of India of
2009/Case Chairman, Maharashtra Building & Other construction labour welfare circle, Mumbai.
108/ Labour
7-A
Dt.17/6/2010.

Govt. of Clause 58 : LABOUR PAYMENT

Maharashtra
PWD G.R. Contractor shall submit a certificate to the effect that “All the payments to the labour/staff
No/Tender/ are made in bank accounts of staff linked to Unique identification Number (AADHAR
2016/Case CARD).” The certificate shall be submitted by the contractor within 60 days from the
No 20/ Bldg-
2 Mantralaya commencement of contract. If the time period of contract is less than 60 days then such
Nagpur Dt. certificate shall be submitted within 15 days from the date of commencement of contract.
9/12/2016.

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SCHEDULE 'A'

NAME OF WORK :- MOW to Labour Commissioner office BKC

Bandra Mumbai. (Repairs & Renovation of Toilet Block) (Gr to 3rd &
5th to 8th floor).

Schedule showing (approximately) the materials to be supplied from the P.W.

Department Stores for Work contracted to be executed and preliminary and
ancillary works and the rates at which they are to be charged for.

Sr. Particulars Quantity Rate in Place of

No. Delivery

In figure In words

N I L

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Additional Conditions :-

ADDITIONAL CONDITIONS FOR MATERIALS BROUGHT BY CONTRACTOR

1. If any Underground Electrical/water/telephone lines are encountered during excavation/dismantling

activity carried out by the contractor, proper care shall be taken by the contractor to avoid damages to
such underground lines. If any damages are done accidently, the contractor shall make good all such
damages and maintain the same in its original condition. No extra amount shall be payable to the
contractor for such events.
2. The contractor shall maintain the record of these materials in the prescribed proforma and registers as
directed by Engineer-In-charge. The sample of prescribed proforma is attached at Page No 80 to 83
These registers shall be signed by both the contractor and Engineer-In-charge or their representative.
These registers shall be made available for inspection, verification for the department as and when
required. These registers shall be in the custody of the department and shall be maintained by the
department.
3. The material required only for this work shall be kept at site area or in the site godown. No material
shall be shifted out side of the godown except for the work for which this agreement is entered, without
prior approval of the Engineer-In-charge.
4. The material brought on the work site shall be accompanied with the necessary company/
Manufacturing firm’s test certificates. In addition these material shall be tested as per frequency
prescribed by the department and the cost of such testing shall be borne by the Contractor. If the test
results are satisfactory, then and then only the material shall be allowed to be used on the work. If the
test results are not as per standards, these materials shall be immediately removed from the work site at
contractor’s cost. In case of cement, if so requested by the contractor in writing, material will be allowed
to be used before receipt of test results but this will be entirely at the risk and cost of the contractor.
5. The contractor shall produce sufficient documentary evidence i.e. bills for the purchase, octroi receipts
etc. for the purchase of material brought on the work site at once, if so requested by the department.
6. All these materials i.e. cement, sand, stones of various sizes and weights etc. shall be protected from any
damages, rains etc. by the contractor at his own cost.

7. The contractor will have to erect temporary shed of approved specifications for storing of above
materials at work site at his cost having double lock arrangements (By Double lock it is meant that
godown shall always be locked by two locks, one lock being owned and operated by Contractor and
other by Engineer-In-charge or his authorised representative and the door shall be openable only after
both locks are opened.)
8. If required, the weighment of cement etc. brought by the contractor shall be carried out by the contractor
at his own cost.

9. The contractor shall take dated post card size colour photographs at various stages of the work , as
directed by the Engineer in charge. And submit required nos. of soft & hard copies in separate
album/C.D. He shall also arranges for the video shooting of important activities of the work during
execution of items like micro concrete, terrace water proofing, polymer work

10. The people at site shall be obedient to receive the instruction of Engineers-in-charge. No arrogance
shall be exerted. In the event that any person not obeying instruction of departmental officers, the
contractor shall give his substitute to run the site violence free.

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11. Successful tenderer has to furnish copies of original bills towards purchase of material duly certified
by not below the rank of P.W.D’s Deputy Engineer with detail of taxes against this tender work to
the Executive Engineer. These are required for verifying the genineness of material and proof of
purchase in the interest of Government work.

12. INDEMNITY :
The condition regarding indemnity will apply mutatis mutandis in case of material brought by contractor
at the site for the execution of the work being executed under this contract.

13. In case the material brought by the contractor become surplus owing to the change in the design of the
work, the materials should be taken back by the contractor at his own cost after prior permission of
Engineer-In-charge.

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INTEGRITY PACT
(सार्णजरनक बांधकाम रर्भाग, क्रमांक:- संकीर्ण-2016/प्र.क्र.183/इमािती-2, रि. 22/07/2019.)

Between
Public Works Department, Maharashtra Governement
having its Office at BandhkamBhawan, Fort Mumbai - 4000001.

hereinafter referred to as

"PUBLIC WORKS DEPARTMENT",

And

[Insert the name of the Sole Bidder/Lead Partner of Joint Venture]

having its Registered Office at_

(Insert full Address)

and

[Insert the name of the Partner(s) of Joint Venture, as applicable]

having its Registered Office at_

(Insert full Address)

hereinafter referred to as

"The Bidder/Contractor"

Preamble

PUBLIC WORKS DEPARTMENT intends to award, under laid-down organization procedures, contract
(s) for [Insert the name of the package]

(Signature) (Signature)

(For & On behalf of PUBLIC WORKS DEPARTMENT) (For & On behalf of Bidder / Partner(s) of
Joint Venture / Contractor)

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Package and Specification

Number_
[Insert the name of the package]
PUBLIC WORKS DEPARTMENT values full compliance with all relevant laws and regulations, and the
principles of economical use of resources, and of fairness and transparency in its relations with its Bidders/
Contractors.
In order to achieve these goals, PUBLIC WORKS DEPARTMENT and the above named
Bidder/Contractor enter into this agreement called 'Integrity Pact' which will form a part of the bid.
It is hereby agreed by and between the parties as under:
Section I – Commitments of PUBLIC WORKS DEPARTMENT
(1) PUBLIC WORKS DEPARTMENT commits itself to take all measures necessary to prevent
corruption and to observe the following principles :
a) No employee of PUBLIC WORKS DEPARMENT, personally or through family
members, will in connection with the tender, or the execution of the contract,
demand, take a promise for or accept, for him/herself or third person, any material
or other benefit which he/she is not legally entitled to.

b) PUBLIC WORKS DEPARMENT will during the tender process treat all Bidder(s)
with equity and fairness. PUBLIC WORKS DEPARMENT will in particular,
before and during the tender process, provide to all Bidder(s) the same information
through which the Bidder(s) could obtain an advantage in relation to the tender
process or the contract execution.

c) PUBLIC WORKS DEPARMENT will exclude from evaluation of Bids its such
employee(s) who has any personnel interest in the Companies/Agencies
participating in the Bidding/Tendering process.

(2) If Principle Secretary PWD, Maharashtra Government obtains information on the conduct of any
employee of PUBLIC WORKS DEPARMENT which is a criminal offence under the relevant Anti-
Corruption Laws of India, or if there be a substantive suspicion in this regard, he will inform its
Chief Vigilance Officer and in addition can initiate disciplinary actions under its Rules.

Section II - Commitments of the Bidder/Contractor

(1) The Bidder/Contractor commits to take all measures necessary to prevent corruption. He commits
himself to observe the following principles during his participation in the tender process and during
the contract execution:

(Signature) _ (Signature) _
(For & On behalf of PUBLIC WORKS DEPARTMENT) (For & On behalf of Bidder / Partner(s) of
Joint Venture / Contractor)

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a) The Bidder/Contractor will not, directly or through any other person or firm, offer,
promise or give to PUBLIC WORKS DEPARMENT, Or to any of PUBLIC
WORKS DEPARMENT's employees involved in the tender process or the
execution of the contract or to any third person any material or other benefit which
he/she is not legally entitled to, in order to obtain in exchange an advantage during
the tender process or the execution of the contract.

b) The Bidder/Contractor will not enter into any illegal agreement or understanding,
whether formal or informal with other Bidder/Contractors. This applies in
particular to prices, specifications, certifications, subsidiary contracts, submission
or non-submission of bids or actions to restrict competitiveness or to introduce
cartelization in the bidding process.

c) The Bidder/Contractor will not commit any criminal offence under the relevant
Anti-corruption Laws of India; further, the Bidder/Contractor will not use for
illegitimate purposes or for purposes of restrictive competition or personal gain, or
pass on to others, any information provided by PUBLIC WORKS DEPARMENT
as part of the business relationship, regarding plans, technical proposals and
business details, including information contained or transmitted electronically.

d) The Bidder/Contractor of foreign origin shall disclose the name and address of the
Agents/representatives in India, if any, involved directly or indirectly in the
Bidding. Similarly, the Bidder/Contractor of Indian Nationality shall furnish the
name and address of the foreign principals, if any, involved directly or indirectly in
the Bidding.

e) The Bidder/Contractor will, when presenting his bed, disclose any and all
payments he has made, or committed to or intends to make to agents, brokers or
any other intermediaries in connection with the award of the contract and / or with
the execution of the contract.

f) The Bidder/Contractor will not misrepresent facts or furnish false/forged

documents/ informations in order to influence the bidding process or the execution
of the contract to the detriment of PUBLIC WORKS DEPARMENT

2) The Bidder/Contractor will not instigate third persons to commit offences outlined above or be an
accessory to such offences.

(Signature) _ (Signature) _
(For & On behalf of PUBLIC WORKS DEPARTMENT) (For & On behalf of Bidder / Partner(s) of
Joint Venture / Contractor)

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Section III- Disqualification from tender process and exclusion from future contracts.

1) If the Bidder, before contract award, has committed a serious transgression through
a violation of Section II or in any other form such as to put his reliability or
credibility as Bidder into question, PUBLIC WORKS DEPARMENT may
disqualify the Bidder from the tender process or terminate the contract, if already
signed, for such reason.

(2) If the Bidder/Contractor has committed a serious transgression through a violation

of Section II such as to put his reliability or credibility into question, PUBLIC
WORKS DEPARMENT may after following due procedures also exclude the
Bidder/Contractor from future contract award processes. The imposition and
duration of the exclusion will be determined by the severity of the transgression.
The severity will be determined by the circumstances of the case, in particular the
number of transgressions, the position of the transgressors within the company
hierarchy of the Bidder/Contractor and the amount of the damage. The exclusion
will be imposed for a minimum of 12 months and maximum of 3 years.

(3) If the Bidder/Contractor can prove that he has restored/recouped the damage
caused by him and has installed a suitable corruption prevention system, PUBLIC
WORKS DEPARMENT may revoke the exclusion prematurely.

Section IV - Liability for violation of Integrity Pact

(1) If PUBLIC WORKS DEPARMENT has disqualified the Bidder from the tender
process prior to the award under Section III, PUBLIC WORKS DEPARMENT
may forfeit the Bid Guarantee under the Bid.

(2) If PUBLIC WORKS DEPARMENT has terminated the contract under Section III,
PUBLIC WORKS DEPARMENT may forfeit the Contract Performance
Guarantee of this contract besides resorting to other remedies under the contract.

Section V - Previous Transgression

(1) The Bidder shall declare in his Bid that no previous transgressions occurred in the
last 3 years with any other Public Sector Undertaking or Government Department
that could justify his exclusion from the tender process.

(Signature) _ (Signature) _
(For & On behalf of PUBLIC WORKS DEPARTMENT) (For & On behalf of Bidder / Partner(s) of
Joint Venture / Contractor)

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(2) If the Bidder makes incorrect statement on this subject, he can be disqualified from
the tender process or the contract, if already awarded, can be terminated for such
reason.

Section VI - Equal treatment to all Bidders/ Contractors

(1) PUBLIC WORKS DEPARMENT will enter into agreements with identical
conditions as this one with all Bidders.

(2) PUBLIC WORKS DEPARMENT will disqualify from the tender process any
bidder who does not sign this Pact or violate its provisions.

Section VII - Punitive Action against violating Bidders/ Contractors

If PUBLIC WORKS DEPARMENT obtains knowledge of conduct of a Bidder or a Contractor or

his subcontractor or of an employee or a representative or an associate of a Bidder or Contractor or
his Subcontractor which constitutes corruption, or if PUBLIC WORKS DEPARMENT has
substantive suspicion in this regard, PUBLIC WORKS DEPARMENT will inform the Chief
Vigilance Officer (CVO).

(*) Section VIII - Punitive Action against violating Bidders/Contractors

(1) PUBLIC WORKS DEPARMENT has appointed a panel of Independent External

Monitors (IEMs) for Pact with the approval of Central Vigilance Commission
(CVC), Government of India, out of which one of the IEMs has been indicated in
the NIT/IFB.

(2) The IEM is to review independently and objectively, whether and to what extent
the parties comply with the obligations under this agreement. He has right of
access to all project documentation. The IEM may examine any complaint
received by him and submit a report to Principle Secretary PWD, Maharashtra
Government, PUBLIC WORKS DEPARMENT, at the earliest. He may also
submit a report directly to the CVO and the CVC, in case of suspicion of serious
irregularities attracting the provisions of the PC Act. However, for ensuring the
desired transparency and objectivity in dealing with the complaint arising out of
any tendering process, the matter shall be referred to the full panel of IEMs, who
would examine the records, conduct the investigations and submit report to
Principle Secretary PWD, Maharashtra Government, PUBLIC WORKS
DEPARMENT, giving joint findings.

(Signature) _ (Signature) _
(For & On behalf of PUBLIC WORKS DEPARTMENT) (For & On behalf of Bidder / Partner(s) of
Joint Venture / Contractor)

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(3) The IEM is not subject to instructions by the representative of the parties and performs his
functions neutrally and independently. He reports to the Principle Secretary PWD,
Maharashtra Government, PUBLIC WORKS DEPARTMENT.

(4) The Bidder(s)/Contractor(s) accepts that the IEM has the right to access without restriction
to all documentation of PUBLIC WORKS DEPARTMENT related to this contract
including that provided by the Contractor/Bidder. The Bidder/Contractor will also grant
the IEM, upon his request and demonstration of a valid interest, unrestricted and
unconditional access to his documentation. the same is applicable to Subcontractors. The
IEM is under contractual obligation to treat the information and documents of the
Bidder(s)/Contractor(s)/Subcontractor(s) with confidentiality.

(5) PUBLIC WORKS DEPARTMENT will provide to the IEM information as sought by him
which could have an impact on the contractual relations between PUBLIC WORKS
DEPARTMENT and the Bidder/Contractor related to this contract.

(6) As soon as the IEM notices, or believes to notice, a violation of this agreement, he will so
inform the Principle Secretary PWD, Maharashtra Government, PUBLIC WORKS
DEPARTMENTand request the Principle Secretary PWD, Maharashtra Government,
PUBLIC WORKS DEPARTMENT to discontinue or take corrective action, or to take
relevant action. The IEM can in this regard submit non-binding recommendations. Beyond
this, the IEM has no right to demand from the parties that they act in a specific manner,
from action or tolerate action. However, the IEM shall give an opportunity to PUBLIC
WORKS DEPARTMENT and the Bidder/Contractor, as deemed fit, to present its case
before making its recommendations to PUBLIC WORKS DEPARTMENT.

(7) The IEM will submit a written report to the Principle Secretary PWD, Maharashtra
Government, PUBLIC WORKS DEPARTMENT within 8 to 10 weeks from the date of
reference or intimation to him by PUBLIC WORKS DEPARTMENT and, should the
occasion arise, submit proposals for correcting problematic situations.

(8) If the IEM reported to the Principle Secretary PWD, Maharashtra Government, PUBLIC
WORKS DEPARTMENT, a substantiated suspicion of an offence under relevant Anti-
Corruption Laws of India, and the Principle Secretary PWD, Maharashtra Government,
PUBLIC WORKS DEPARTMENT has not, within the reasonable time taken visible
action to proceed against such offence or reported it to the CVO, the Monitor may also
transmit this information directly to CVC, Government of India.

(Signature) _ (Signature) _
(For & On behalf of PUBLIC WORKS DEPARTMENT) (For & On behalf of Bidder / Partner(s) of
Joint Venture / Contractor)

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(9) The word ‘IEM’ would include both singular and plural.

(*) This Section shall be applicable for only those package wherein the IEMs have been
identified in Section – I : Invitation for Bids and/or Clause ITB 9.3 in Section – III: Bid
Data Sheets of Conditions of Contract, Volume-I of the Bidding Documents.

Section IX – Pact Duration

This Pact begins when both parties have legally signed it. It expires for the Contractor after the
closure of the contract and for all other Bidder’s six month after the contract has been awarded.

Section X – Other Provisions

(1) This agreement is subject to Indian Law Place of performance and

jurisdiction is the establishment of PUBLIC WORKS DEPARTMENT. The
Arbitration clause provided in the main tender document / contract shall not
be applicable for any issue / dispute arising under Integrity Pact.
(2) Changes and supplements as well as termination notices need to be made in
writing.
(3) If the Contractor is a partnership firm or a consortium or Joint Venture, this
agreement must be signed by all partners, consortium members and joint
Venture partners.
(4) Nothing in this agreement shall affect the rights of the parties available
under the General Conditions of Contract (GCC) and Special Conditions of
Contract (SCC).

(5) Views expressed or suggestions/submissions made by the parties and the

recommendations of the CVO/IEM# in respect of the violation of this
agreement, shall not be relied on or introduced as evidence in the arbitral or
judicial proceedings (arising out of the arbitral proceedings) by the parties
in connection with the disputes/differences arising out of the subject
contract.

# CVO shall be applicable for packages wherein IEM are not identified in
Section IFB/BDS of Condition of Contract, Volume-I. IEM shall be
applicable for packages wherein IEM are identified in Section IFB/BDS of
Condition of Contract, Volume-I.

(Signature) _ (Signature) _
(For & On behalf of PUBLIC WORKS DEPARTMENT) (For & On behalf of Bidder / Partner(s) of
Joint Venture / Contractor)

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(6) Should one or several provisions of this agreement turn out to be invalid,
the remainder of this agreement remains valid. In this case, the parties will
strive to come to an agreement to their original intentions.

(Signature) (Signature)
(For & On behalf of the PUBLIC WORKS (For & On behalf of the Bidder/ Partner(s) of
DEPARTMENT) Joint Venture/ Contractor)

(Official Seal) (Official Seal)

Name: Name:

Designation: Designation:

Witness 1: Witness 1:

(Name & Address) (Name & Address)

----------------------------------------------------------- -----------------------------------------------------------

----------------------------------------------------------- -----------------------------------------------------------

Witness 1: Witness 1:

(Name & Address) (Name & Address)

----------------------------------------------------------- -----------------------------------------------------------

----------------------------------------------------------- -----------------------------------------------------------

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ADDITIONAL GENERAL CONDITIONS

1. COMPETANCY OF TENDER :
The work will be awarded only to those contractors who are considered to be substantially
responsive bidders, 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,
ability and financial resources to execute the work in satisfactory manner and also within the
stipulated time.

2. PAYMENTS :
a) RUNNING BILLS
Two payments in a month will be granted by the Engineer in charge if the progress is satisfactory.
Contractor should submit bills to the Engineer –in- charge in appropriate forms.
b) FINAL BILL
The contractor should submit final bill withen one monthafter complition of the workand the bill
will be paid withen 5 months if it is in order. Dispute items and claims if any shall be excluded
from the final billand settled separately later on.
c) Additional Condition about availability of funds
The payments of bill will be made as per the availibity of the funds. No claims will be entertained
for delayed payments” “ If situation arises, the work will be stopped at safe stage and will be
withdrawn under Clause 15 for which no compensation will be allowed.”

3. ERASER :
Persons tendering are informed that no erasers of any alterations by them in the text of the
documents set herewith will be allowed and any such eraser or an alteration will be disregarded. If
there is any error in writing, no overwriting 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 initialed 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 below the signature of the tenderer in the tenders. The tenders which do not
fulfill any of the above conditions or those in the form and which are incomplete in any respect
shall be liable for rejection.

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5. PRECAUTIONS TO BE TAKEN BY THE CONTRACTOR TO PREVENT ACCIDENT :

i) No live electric lines should be allowed to run along the ground in the blasting zone and they
should be at least about 10 ft. above ground if not more.

ii) The wiring cable should not be taken near the live electric line and it should be preferably shot
firing cable as supplied by the supplier of explosives. If such a cable is not available a substitute
cable recommended by the explosive suppliers should only be used. Under no circumstances
should cable made up of several pieces jointed and tapped be used.

iii) The blasting shed from where the exploder is to finally operated should be at least 150 metre away
from the area to be blasted. It should have a strong roof which can with stand the impact of flying
stones at this range.

iv) Only trained hands should be allowed to handle explosives, cable detonators etc.

6.1 CONTRACTOR TO INFORM HIMSELF FULLY :

The contractors shall be deemed to have carefully examined the work and site conditions including
labour, the general and 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 the knowledge of Department but
without any guarantee about it.

If he shall have any doubt as to the meaning of any portion of these general conditions or the
special condition, 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. Once a tender is submitted, the matter will be decided in
accordance with tender conditions in the absence of such authentic pre-clarification.
6.2 ERROR, OMISSIONS AND DISCREPANCIES :

(A) In case of errors, omissions and /or disagreement between written and scaled dimensions in the
drawing or between the drawings and specifications etc., the following order of preference shall
apply.

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(I) Between actual scaled and written dimensions or descriptions on a drawing, the latter shall
be adopted.
(II) Between the written or shown description of dimensions in the drawing and corresponding
one in the specifications, the latter shall apply.
(III) Between the quantities shown in schedule of quantities and those arrived at from the
drawings, the latter shall be preferred.

(B) In all cases of omission and / or doubts of discrepancies in the dimensions or description of any
item or specifications, a reference shall be made to the Engineer, whose elucidation, elaboration or
decision shall be considered as authentic. The contractor shall be held responsible for any errors
that may occur in the work through lack of such reference and precaution.

6.3 WORKING METHODS AND PROGRESS SCHEDULES :

(a) The Contractor shall submit within the time stipulated by the Engineer-in-charge in writing the
details of actual methods that would be adopted by the Contractor for the execution of any item as
required by Engineer at each of the location, supported by necessary detailed drawing and sketches
including those of the plant and machinery that would be used, their locations, arrangement for
conveying and handling materials etc. and obtain prior approval of the Engineer-in-charge well in
advance of starting 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 method of
execution will be entertained by Government so long as specifications of the item remain unaltered.
The full responsibility for the safety and adequacy of the methods adopted by the contractor shall
however, rest on the contractor, irrespective of any approved given by the Engineer.
In case of slippage from the approved work programme at any stage, the contractor shall furnish
revised programme to make up the slippage within the stipulated time schedule and obtain the
approval of the Engineer to the revised programme.

PROGRESS SCHEDULE
(b) The Contractor shall furnish within the period stipulated in writing by the Engineer-in-charge of the
order to start the work, progress schedule using PERT/CPM technique in quadruplicate indicating
the date of actual start, the monthly progress expected to be achieved and anticipated completion
date of each major item of work to be done by him, also indicating and setting up materials, plants
and machinery. The schedule is to be such as is practicable of achievement towards the completion
of the whole work in the time limit and of the particular items, if any on the due date specified in
Contractor No. of Corrections Executive Engineer
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the contract and shall have the approval of the Engineer-in-charge. No revised schedule shall be
operative without such acceptance in writing. The Engineer is further empowered to ask for more
detailed schedule or schedules in weekly form, for any item or items, in any case of urgency of
work as will be directed by him and the contractor shall supply the same as and when asked for.

(c) The Contractor shall employ sufficient plant, equipment and labour as may be necessary to
maintain the progress schedule. The working and shift hours restricted to one shift a day for
operations to be done under the Government supervision shall be such as may be approved by the
Engineer-in-charge. They shall not be varied without the prior approval of the Engineer. Night
work requiring supervision shall not be permitted expect when specifically allowed by Engineer on
each item, if requested by Contractor. The Contractor shall provide necessary lighting arrangements
etc. for night work as directed by the Engineer without extra cost to Government.
Further, the contractor shall submit the progress of work in prescribed forms and charts etc. at
periodical intervals, as may be specified by the Engineer-in-charge. Schedule shall be in the form of
progress charts, forms, progress statement and/or reports as may be approved by the Engineer. The
contractor shall maintain proforma, charts, details regarding machinery, equipment, labour,
materials, personnel etc. as may be specified by the Engineer and submit periodical returns thereof
as may be specified by the Engineer-in-charge.

(d) CONSTRUCTION EQUIPMENT AND LOCATION :

I) The Contractor shall be required to give a trial run of the equipment’s for establishing, their
capability to achieve the laid down specifications and tolerance to the satisfaction of the Engineer
before commencement of the work. All equipment provided shall be of proven efficiency and shall
be operated and maintained at all times, in a manner acceptable to the Engineer and no equipment
or personnel will be removed from site without permission of the Engineer .
II) The Contractor shall provide bar cutting and bar bending machine at site for diameter of steel upto
32 milimeter.

6.4 TREASURE TROVE :

In the event of discovery by the Contractor or his employees, during the progress of the works of
any treasure, fossils, minerals or any other articles or value of interest, the Contractor shall give
immediate intimation thereof to the Engineer such treasure of things which shall be the property of
the Government.

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6.5 QUARRIES :
6.5.1 The Contractor (s) shall have to arrange himself / themselves to procure the quarry. However
necessary assistance without any extra cost to Government will be rendered by the Department for
procuring the quarries if required by the Contractor.

6.5.2 The quarrying operation shall be carried out by the Contractor with proper equipment such as
compressor, jack-hammers, drill bits, explosives etc. and sufficient numbers of workmen shall be
employed so as to get the required out-turn.

6.5.3 The Contractor shall carry out the works in the quarries in conformity with all the rules and
regulations already laid down or that may be laid down from time to time by the Government .
Any cost incurred by the Government due to noncompliance of any rules or regulations or due to
damages by the Contractor shall be the responsibility of the Contractor. The Engineer-in-charge or
his representative shall be given full facility by the Contractor for inspection at all times of the
working of the quarry, records maintained, the stocks of the explosives and detonators etc. So as to
enable him to check that the working records and storage are all in accordance with the relevant
rules. The Engineer-in-charge or his representative shall at any times be allowed to inspect the
work, building and equipment at the quarters.

6.5.4 The Contractor shall maintain at his own cost the books, registers etc. required to be maintained
under the relevant rules and regulations and as directed by the Engineer-in-charge. These books
shall be open for inspection at all times by the Engineer-in-charge or his representative and the
Contractor shall furnish the copies or extract of books or registers as and when required.

6.5.5 All quarrying operations shall be carried out by the Contractor in organized and expeditious
manner, systematically and with proper planning. The Contractor shall engage licensed blasters
and adopt electric blasting and / or any other approved method which would ensure complete safety
to all the men engaged in the quarry and its surroundings. The Contractor shall himself provide
suitable magazines and arrange to procure and store explosives etc. as required under the rules at
his own cost. The designs and the location of the magazine shall be got approved in advance from
the Chief Inspector of Explosives and the Rules and Regulations in this connection as laid down by
the Chief Inspector of Explosives from time to time shall be strictly adhered to by the Contractor. It
is generally experienced that it takes time to obtain the necessary license for blasting and license for
storage of materials from the concerned authorities. The Contractor must therefore, take timely
advance action for procuring all such licenses so that the work progress may not be hampered.

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6.5.6 The approaches to the quarrying place from the existing public roads shall have to be arranged by
the Contractor at his own cost and the approaches shall be maintained by the Contractor at his own
cost till the work is over.
6.5.7 The Quarrying operations shall be carried out by the Contractor to the entire satisfaction of the
Engineer-in-charge and the development of the quarry shall be made efficiently so as to avoid
wastage of stones. Only such stones as are of the required quality shall be used on the work. Any
stone which is in the opinion of the Engineer-in-charge, not in accordance with the specifications or
of required quality will be rejected at any time, at the quarry or at the site of work. The rejected
stones shall not be used on the work and such rejected materials shall be removed to the place
shown at the Contractor's cost.
i. Since all stones quarried from Government quarry (if made available) by the Contractor including
the excavated over burden are the property of the Government , no stones or earth shall be supplied
by Contractor to any other agencies or works and are not allowed to be taken away for any other
works. All such surplus quarried materials not required for work under this contract shall be the
property of the Government and shall be handed over by the Contractor to the Government free of
cost at the quarry site duly heaped at the spots indicated by the Engineer-in-charge .
ii. Quarrying permission will have to be directly obtained by the Contractor, from the Collector of the
District concerned for which purpose the Department will render necessary assistance. All quarry
fees, royalty charges, Octroi duties, ground rent for staking material etc. if any to be paid, shall be
paid directly by the contractor as per prevailing rules in force.
6.5.10 The Contractor will be permitted to erect structures such as stores, office, huts for the labours at his
own risk and cost at the quarry site, if suitable vacant space in Government area is available for the
purpose at places approved by the Engineer-in-charge . On completion of the work the Contractor
shall remove all the structures erected by him and restore the site to its original condition.
6.5.11 The Contractor shall not use any land in the quarry for cultivation or for any other purpose except,
that required for breaking or stacking or transporting stones.
6.5.12 Royalty charges for supply of materials like the rubble, metal crushed metal, soft murum / hard
murum, sand and soil shall be recovered @ Rs.70.68 per Cubic Metre (Rs.200/- per brass)or as
per revised rates by Government during course of execution.
6.5.13 The Contractor has to pay these charges directly to Revenue Dept. and original Challans,
permission documents shall be produced to Engineer. in charge If Contractor fails to produce these
original documents the Royalty charges shall be recovered from contractor bill.
6.5.14 As Royalty charges already paid by the quarry owner, the Royalty charges for the
bricks (as it is factory product)

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6.6 COLLECTION OF MATERIALS :-

(I) Where suitable and approved P.W. Department's quarries exist the Contractor or piece worker
will be allowed if otherwise there is no objection to obtain the materials to the extent required for the
work from the quarry. He will be, however, liable to pay compensation, if any damage caused to the
quarry either deliberately or through negligence or for wastage of materials by himself or his staff or
labour. The Contractor shall pay necessary royalty in advance and claim refund according to rules,
if admissible and shall submit detailed accounts of materials quarried as directed.

1) Where no suitable P.W. Department's quarries exist or when the quantity of the material required
cannot be obtained from a P.W. Department quarry, the Contractor or piece worker shall make his own
arrangements to obtain the material from existing or a new quarry in Government waste land, private
land or land belonging to other States or Talukas etc. After opening the quarry but before starting
collection, the quarry shall be got approved from the Engineer-in-charge or his representatives. The
Contractor or piece worker shall pay all royally charges, compensation etc. No claims or responsibility
on account of any of obstructions caused to execution of the work by difficulties arising out of private
owners of the land will be entertained.

2) The rates in the tender, include all incidental charges such as opening of a new quarry, opening out a
new portion in an existing quarry, removing top soil and the unsuitable material, dewatering, quarry,
cost of blasting powder and fuse, lift and lead, repairs to existing cart tracks, making new cart tracks,
control charges, Central/State Government or Municipal Taxes, etc

(IV) The rates in the tender are for the delivery of the approved material on road side, properly stacked
at the places specified by the Engineer-in-charge and are inclusive of conveyance charges in respect
of the leads and lifts. No claims on account of changes in lead will be entertained.

(V) No material shall be removed from the land within the road boundary or from the land touching it
without the written permission of the Engineer-in-charge or his authorised agent. If any material is
unauthorisely obtained from such places, the Contractor or piece worker shall have to make good
the damages and pay such compensation, in addition as may be decided by the Executive Engineer
and will have to stop further collection.

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(VI) Any material that falls on any P.W.D. Road from the cart etc. during conveyance shall be
immediately picked up and removed by the Contractor or piece worker, failing which it will be got
removed departmentally at his cost. No heap shall be left prior to stacking even temporarily on the
road surface or in any way so as to cause any obstruction or danger to the traffic. The Contractor or
the piece worker shall be liable to pay for any claims of compensation etc. arising out of any
accident, etc. Any such materials causing obstruction or danger etc. will be got removed
departmentally at his cost and no claim for any loss or damage to the material, thus removed will be
entertained. The Contractor shall also be responsible for the damage or accident etc. arising out of
any material that falls on the road or track, not in charge of the Department and shall attend to any
complaints which may be received.

(VII) The materials shall not be stacked in place where it is liable to be damaged or lost due to traffic
passing over it, to be washed away by rain or floods, to be buried under the land slides etc. or the
slip down an embankment or hill side etc. No claims for any loss due to these and similar causes
will be entertained.

(VIII) Before stacking, the materials shall be free from all earth, rubbish, vegetable matter and other
extraneous substance and in the case of metal, screened to gauge if so directed when ready. It shall
be stacked entirely clear of the road way on ground which has been cleaned of vegetation and
levelled. On high banks, ghat roads etc. where it may not be practicable to stack it entirely clear of
the roadway, it may be stacked with the permission of the Engineer-in-charge on terms in such a
way as to cause minimum danger and obstruction to the traffic or as may be directed by him.

(IX) The size of the stack of the materials other than rubble shall be 3 x 1.5 x 0.60 metre or such
other size as may be directed by the Engineer-in-charge and all but one stack in 200 metres
shall be of the same uniform size and shall be uniformly distributed over whole lengths.
One stack (at the end) in each 200 metres may be of length different from the rest in order
to adjust total quantity to be required but its width and height will be the same as those of
the rest.
(X) The Engineer in charge or his authorised representative shall supply the Contractor with
statement showing 200 metres wise quantities that will be required and the order in which
the collection is to be done. No materials in excess of requirements in that 200 metres shall
be stacked. Any excess quantity shall be removed at the expense of the Contractor or piece
worker to where it is required before the material in that 200 metres is finally measured.

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(XI) All materials shall be examined and measured before it is spread. The labour for
measurements ( and check measurements wherever carried out ) shall be supplied by the
Contractor or piece worker. Immediately after the measurements are recorded, the stacks
shall be marked by the contractor or piece worker by white wash or otherwise as may be
directed by the Executive Engineer to prevent from any possibility of the same material
being measured and recorded over again and to prevent any unauthorized tampering with
the stacks. If the contractor or the piece worker fails to attend the measurements of
materials after receiving the notice from the Sub Divisional Officer or his subordinate
stating date and time of the intention to measure the work, the same shall be measured
nevertheless and no complaint in this respect will be entertained later-on. If the contractor
or piece worker fails to supply sufficient labour or the materials required at the time
measurements or check measurements, after due notice has been given to him, the expenses
incurred on account of employing departmental labour or material etc. shall be charged
against his account.
6.7 AGENT AND WORK ORDER BOOKS :-
The contractor shall himself engaged an authorised all time agent on the work capable of managing
and guiding the work and understand the specifications and contract condition. A qualified and
experienced, Engineer shall be employed by the contractor as his agent for technical matters in case
the Engineer-in-charge considers this as essential for the work and so directs 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 have the unquestionable right to ask for
change in the quality and strength of contractor’s supervisory staff and to 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.

A work order book shall be maintained on site and it shall be the property of the
Government and the contractor shall promptly sign orders given therein by the Executive Engineer
or his representative and his superior officers and comply with them. The compliance shall be
reported by the Contractor to the Engineer in good time so that it can be checked. The blank work
order with machine numbered pages will be provided by the Department free of charge for this
purpose. The contractor will be allowed to copy out instructions therein from time to time.

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The order issued by the Government in P.W. Department from time to time regarding Construction
procedure shall be binding on the contractor in addition to the specifications contained in P.W.D.
hand book Volume I and II and book of standard specification of P.W. Department and the
specifications enumerated above.

6.8 INITIAL MEASUREMENTS FOR RECORD:-

Where for proper measurement of work, it is necessary to have initial set of levels or other
measurements taken, the same as recorded in the authorised field book or measurement book of
Government by the Engineer or his authorised representative will be signed by the Contractor who
will be entitled to have a true copy of the same made at his cost. Any failure on the part of the
Contractor to get such levels etc. recorded before starting the work will render him liable to accept
the decision of the Engineer as to the basis of taking measurements. Like-wise the Contractor will
not cover any work which will render its subsequent measurements difficult or impossible
without first getting the same jointly measured by himself and the authorised representative of the
Executive Engineer. The record of such measurements on the Government side will be signed by
the Contractor and he will be entitled to have a true copy of the same made at his cost.

6.9 HANDING OVER OF WORK :-

All the works and materials before finally taken over by Government it will be the entire liability of
the Contractor to guard, maintain and make 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 authorised representative will be always in writing copies of
which will go to the Executive Engineer or his authorised representative and the Contractor. It is
however, understood that before taking over such work, Government will not put it into regular use
as distinct from casual or incidental one, expect as specifically mentioned elsewhere in this
contract, or as mutually agreed to.

6.10 ASSISTANCE IN PROCURING PRIORITIES, PERMITS ETC :

The Engineer on a written request by Contractor will, if in his opinion the request is reasonable and
in the interest of work and its progress, assist the Contractor in securing, the priorities for
deliveries, transport, permits for controlled materials etc. where such are needed. The Department
will not however be responsible for the non-availability of such facilities or delays on this behalf
and no claims on account of such failure of delays shall be allowed by the Department.

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The Contractor shall have to make his own arrangement for machinery required for the work.
However if the same is conveniently available with the Department it may be spared as per the
rules in force on recovery of necessary Security Deposit and rent at the rate approved from time to
time by the independent agreement to this contract and the supply or non supply of machinery shall
not form a ground for any claim or extension of time for this work.

7. SAMPLES AND TESTING OF MATERIALS :

i) All materials to be used on work, such as cement, lime, aggregates, stone, asphalt, etc. shall be got
approved in advance from the Engineer-in-charge and shall pass the tests and analysis required by
him, which will be :
a) As specified in the specifications of the items concerned and / or
b) Red book
c) As specified by the Indian Road Congress Standard Specification and code of practice for Road
and Bridges or
d) I.S.I. Specifications (whichever and wherever applicable ) or
e) As per M.O.R.T. & H specifications for Roads and Bridges latest edition Section 900 quality
control for road work.
f) Such recognized specifications acceptable to the Engineer-in-charge as equivalent there to or in
the absence of such authorised specifications
g) Such requirements test and/or analysis as may be specified by the Engineer-in-charge in the
order of procedure given above.

ii) The Contractor shall at his risk and cost make all arrangement and/or shall provide for all such
facilities as the Engineer-in-charge may require for collecting, preparing required number of
samples for test or analysis at such time and to such places as may be directed by Engineer and bear
all such charges, such samples shall also be deposited with Engineer-in-charge.

iii) The Contractor shall as and when required submit at his cost the samples of materials to be tested
or analyzed and if, so directed, shall not make use of or incorporate in the work any material
represented by the samples until the required test or analysis have been made and after the test of
the materials, finally accepted by the Engineer-in-charge

iv) The contractor shall not be eligible for any claim or compensation either rising out of any delay in
the work or due to any corrective measure required to be taken on account of and as a result of
testing of the materials.

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v) The contractor or his authorised representative will be allowed to remain present in the Department
laboratory which testing the samples furnished by him. However the results of all the tests carried
out in the Departmental laboratory whether in the presence or in absence of the contractor or his
authorised representative will be binding on the contractor.

vi) Quality Control Tests :- The contractor shall at his own cost set up Laboratory at site of work to
carry out the testing of materials which are to be used for the work. This laboratory shall be
approved by the Engineer-in-charge. The testing shall be done as per frequencies mentioned in the
specification/additional specification of each item of Schedule 'B'. The 30% of the test included in
Annexure 'A' (On Page No. 103) shall be carried out in Vigilance and Quality Control Laboratory
or any NABL approved Labrotary in the victinity area at the cost of contractor and balance 70% in
the site laboratory. The test which is not included in Annexure 'A' 50% test shall be carried out each
in Vigilance and Quality Control laboratory or any NABL approved Labrotary in the victinity area
and site laboratory. The frequency of testing of construction materials is mentioned in Annexure-B
on Page No. 104
vii) In case of material procured by the contractor, testing as required by the Codes and Specifications
shall be arranged by him at his own cost. Testing shall be done in the presence of authorized
representative of the Engineer in charge, at the nearest approved laboratory. If additional testing
other than as required by specification is ordered, the testing charges shall be borne by the
Department, in case the test results are satisfactory and by the contractor if the same are not
satisfactory.
viii) In case of materials specified by the Government, if the contractor demands certain testing, the
charges thereof shall be paid by the contractor if the testing results are satisfactory and the
Department if the same are not satisfactory.
ix) Contractor shall have testing machinery/apparatus in his possession as mentioned on Page 120
7.1 QUALITY CONTROL ON WORKS AND MATERIALS :
The Contractor shall be responsible for the quality of the work in the entire construction work
within the contract. He shall, therefore, have his own independent and adequate set up for ensuring
the same. This shall include establishing field laboratory for testing required for works. The
laboratory shall be equipped with the equipment’s and apparatus required for the testing. The list of
various equipment’s/apparatus is enclosed on Page 120 for construction works for information and
guidance of the Contractor. This equipment’s shall be in working condition. The Engineer in
charge of the work will verify these equipment’s in the laboratory at site. The work shall not be
started unless and until the laboratory is equipped with equipment’s. (Ref. Page 120)

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7.2 CO-ORDINATION :
When several agencies for different sub-works of the project are to work simultaneously on the
project site, there must be full coordination between the 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 Contractor are at liberty to come
to mutual agreement in this behalf and make joint arrangements with the approval of the Engineer .
No Contractor shall take or cause to be taken any steps or action that may cause, distruption,
discontent, or disturbance of work, labour or arrangement etc. of the contractor in the project
localities. Any action by any Contractor which the Engineer 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 of disagreement between the Contractors, the Engineer’s decision regarding
the co-ordination, co-operation and facilities to be provided by any of the Contractor shall be final
and binding on the contractors concerned and such a decision shall not vitiate any contract nor
absolve the Contractor of his obligations under the contract nor consider from the grounds for any
claim or compensation.
7.3 TEMPORARY QUARTER AND SITE OFFICE

I) The Contractor shall at his own expense maintain sufficient experienced supervisory staff etc.
required for the work and shall make his own arrangements for housing 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 lay out plan of
temporary structure approved from the local competent authority.
II) The contractor shall provide furnish, maintain and remove on completion of the work; a suitable
office on the work site for the use of Executive Engineer or his representative. The covered area
exclusive of verandah should not be less than 40.00 sqm. It may have brick walls and asbestos or
corrugated iron roof, paved floor should be 45 cm. above ground level. He should provide latrines,
urinals and keep them clean daily. This will be supposed to be included in his offer.

7.4 PATENTED DEVICES, MATERIALS AND PROCESSES :

When the Contractor desires to use any designed device, materials 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 a copy of their agreement shall be filed with the Engineer-in-
charge if so desired by the latter.

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7.5 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 upto the work site 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 shutdown of water supply system.

The Contractor shall have to supply water required by the Department for its establishment at work
site. The water consumed by the Department will be metered. For providing the meter permission,
if necessary will be arranged by the Department. Charges for the water consumed by the
Department will be paid to the Contractor at the rates of 125% of the recurring costs or actually
charged to him by concerned authorities and no other charges would be payable by the Department.

7.6 ELECTRICITY :
The Contractor will have to make his own arrangement at his own cost for obtaining or providing
electric supply at work site.

Electrical supply for the Departments use at work site shall be provided by the contractor. No
charges would be payable by the Department.

8. SAFETY MEASURES AND AMENITIES :

8.1 SAFETY MEASURES :

The Contractor shall take all necessary precautions for the safety of the workers and preserving
their health while working on such job as require special protection and precautions wherever
required. The following are some of the requirements listed, through not exhaustive. The contractor
shall also comply with the directions issued by the Engineer in this behalf from time to time and at
all times.

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(i) Providing protective foot-wear to workers, in situations like mixing and placing of mortar or
concrete, in quarries and place where the work is to be done under too much wet conditions as also
for movements over surfaces infected with oyster growth etc.
(ii) Providing protective head wear to workers, working in quarries etc. to protect them against
accidental fall of materials from above.
(iii) Taking such normal precautions like providing hand rails to the edges of the floating platform or
barges, not allowing nails or metal parts or useless timber to spread around etc.
8.2 AMENITIES :
(I) Supporting workmen with proper belts, ropes etc. when working on any masts, cranes, grabs, hoist,
dredger etc.
(ii) Taking necessary steps towards 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.
(iii) Avoiding bare live-wires etc. as would electrocute workers.
(iv) Making all platforms, stagings and temporary structures sufficiently strong and not causing the
workmen and supervisory staff to take undue risks.
(v) Providing sufficient first aid trained staff and equipment to be available quickly at the work site to
render immediate first aid treatment in case of accidents due to suffocation, drowning and other
injuries.
(vi) Providing full length gum boots, leather hand gloves, leather jackets with fireproof aprons to cover
the chest and black reaching upto knees plain goggles for the eyes to the labour working with hot
asphalt handling vibrators in cement concrete and also where use of any or all these items is,
essential in the interest of health and well being of the labourers in the opinion of the Engineer.
8.3 EXPLOSIVE :
The Contractor shall at his own expense construct and maintain proper magazines, if such are
required for the storage of explosives for use in connection with the work and such magazines,
being situated constructed and maintained in accordance with the Government Rules applicable in
that behalf. The Contractor shall at his own expenses obtain such license or licenses as may be
necessary for storing and using explosives. Notwithstanding that the location etc. or storage of
explosives are approved by the Engineer , the Government , shall not bear any responsibility
whatsoever in connection with the storage and use of explosives on the site or any accident or
occurrence what -so-ever in connection, therewith, all operations of the Contractor in or for which
explosives employed being at the risk of contractor and upon his sole responsibility and the
Contractor hereby gives to Government an absolute indemnity in respect thereof.

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8.4 DAMAGE BY FLOODS OR ACCIDENTS :-

The contractor shall take all precautions against damage by floods or from accident etc. No
compensation will be allowed to the Contractor on this account or for correcting and repairing any
such damage to the work during construction The Contractor shall be liable to make good at his
cost any plant or materials belonging to the Government lost or damaged by floods or from any
other cause while is in his charge.

8.5 RELATION WITH PUBLIC AUTHORITIES:

The Contractor shall comply with all rules, regulations, bye-laws and directions given from time to
time by any local or public authority in connection with this work and shall himself pay all charges
which are leviable on him without any extra cost to the Government .

POLICE PROTECTION:
For the Special Protection of camp of the Contractor's works, the Department will help the
Contractor as far as possible to arrange for such protection with the concerned authorities, if so
required by the contractor in writing. The full cost of such protection shall be borne by the
Contractor .

8.6 Staff required to be deployed at the disposal of Engineer- in- Charge:-

The Contractor Shall deploy following fulltime staff for timely and smooth execution of work at
the disposal of Engineer-in-charge.
The Staffer is required for coordination of work and this staff will be at the disposal of Engineer-In-
Charge from the date of work order up to preparation of final bill of the project and it submission to
division office.
The payment to this staff will be responsibility of contractor and not entitle to get additional
monetary benefits awarded for the same.
a) Civil Engineer- Diploma with 7 yrs of experience or Degree with 4yrs of experience
b) Computer Operator/Typist-01No
c) Multi Task Servants

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8.7 INDEMNITY:
The Contractor shall indemnify the Government against all actions, suits, claims and demands
brought or made against it in respect of anything done of committed to be done by the contractor in
execution of or in connection with the work of this contract and against any loss or damage to the
Government in consequence to any action or suit being brought against the Contractor for anything
done or committed to be done during the execution of this contract.

The Government may at its discretion and entirely at the cost of the contractor defend such suit,
either jointly with the Contractor or single in case the latter chooses not to defend the case.

8.8 MEDICAL AND SANITARY ARRANGEMENTS 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 work and in camps.

b) The Contractor shall construct trench or semipermanent latrines for the use of the Labours. Separate
latrines shall be provided for men and women.

c) The Contractor shall build sufficient number of huts on a suitable plot of land for use of the
labourers according to the following specifications:-

1. Huts with Bamboo’s and Grass may be constructed.

2. A good site not liable to submergence shall be selected on high ground remote from jungle but
well provided with tress, shall be chosen wherever it is available. The neighborhood of tank,
jungle, trees or wood should be particularly avoided, Camps should not be established close to large
cutting of earth work.

3. The lines of huts shall have open space of atleast ten metres between rows. When a good
natural site cannot be procured, particular attention should be given to the drainage.

4. There should be no over crowding. Floor space at the rate of 3 Sq. metre per head shall be
provided. Care should be taken to see that the huts are kept clean and in good order.

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5. The Contractor must find his own land and if he wants Government land, he should apply for it.
Assessment for it, if demanded will be payable by Contractor. However the Department does not
bind itself for making available the required land.

a) The Contractor shall construct a sufficient number of bathing places, Washing places should
also be provided for the purpose of washing cloths.

b) The Contractor shall engage a Medical Officer with a travelling dispensary for a Camp
containing 500 or more persons if there is no Government or other private dispensary situated with
8 Kms. from the camp. In case of emergency the Contractor shall arrange a this cost of transport
for quick medical help to his sick worker.

c) The Contractor shall provide the necessary staff for effecting satisfactory conservancy and
cleanliness of the camp to the satisfaction of the Engineer-in-charge. Atleast one sweeper per 200
persons should be engaged.

d) The Assistant Director of Public Health shall be consulted before opening a labour camp
and his instruction on matters such as water supply, sanitary conveniences, the camp site
accommodation and food supply shall be followed by the Contractor.

e) The Contractor shall make arrangements for all antimalarial measures to provided for the
labours employed on the work. The antimalarial measures shall be provided as directed by the
Assistant Director of Public Health.

f) The anti-malaria and other health measures shall be as directed by the Joint-Director
(Malaria and Filaria) Health Services, Pune.

g) Contractor shall see that mosquitogenic condition are not created so as to keep vector
populations to minimum level.

h) Contractor shall carry out anti-malaria measures in the area as per guidelines prescribed
under National Malaria Eradication Programme and as directed by the Joint Director, (M & F) of
Health Services Pune.

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i) In case of default in carrying out prescribed antimalaria measures resulting in increase in

Malaria incidence, contractor shall be liable to pay to Government the amount spent by
Government on anti-malaria measure to control the situation in addition to fine.

j) The Contractor shall make sufficient arrangements for draining away the surface and
sullage water as well as water coming from the bathing and washing places and shall dispose off
this waste water in such way as not to cause any nuisance. He shall also keep the premise clean by
employing sufficient number of sweepers.

k) The Contractor shall comply with all rules, regulation bye-law and directions given from
time to time by any local or public authority in connection with this work and shall pay fees or
charges which are leviable on him without any extra cost to Government.

l) In addition to above all provisions of the relevant labour act pertaining to basic amenities to
be provided to the labourer shall be applicable which will be arranged by the Contractor.

9. MISCELLANEOUS :
9.1 For providing electric wiring or water lines ete. recesses shall be provided if necessary through
walls, slabs, beams etc. and later on refilled it with bricks or stones, chipping cement mortar
without any extra cost.

9.2 In case it becomes necessary for the due fulfillment of contract for the Contractor to occupy land
outside the Department limits, the Contractor will have to make his own arrangements with the land
owners and pay such rents, if any, are payable as mutually agreed between them.

9.3 The Contractor shall duly comply with the provision of the Apprentices Act 1961 (iii of 1961) and
the rules and orders made thereunder from time to time under 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
Rules.

9.4 It is presumed that the Contractor has gone carefully through the Standard Specification (Vol. I & II
1981 Edition) and Schedule of Rate of the division, and studied the site conditions before arriving
at rates quoted by him. The special provisions and detailed specification of wording of any item
shall gain precedence over the corresponding contrary provisions (if any) in the standard
specification given without reproducing the details in contract. Decision of Engineer-in-charge
shall be final in case of interpretation of specification.

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9.5 The stacking and storage of building materials at site shall be in such a manner as to prevent
deterioration or inclusion of foreign materials and to ensure the preservation of the quantity,
properties and fitness of the work. Suitable precautions shall be taken by Contractor to protect the
materials against atmospheric action fire and other hazards. 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 platforms. Suitable separating
barricades and enclosure as directed shall be provided to separate materials brought by contractor
and from different sources of supply.
10. DEFINITIONS :
Unless excluding by or repugnant to the context :-
a) The expression "Government" as used in the tender documents shall mean the Public Works
Department of the Government of Maharashtra.
b) The expression "The Chief Engineer" as used anywhere in the tender papers shall mean
officer for the time being of the Government of Maharashtra who is designated as such.
c) The expression "Superintending Engineer" as used in the tender papers shall mean the
officer of Superintending Engineer rank (by whatever designation he may be known) under whose
control the work lies for the time being.
d) The expression “Engineer” or “Engineer-In-Charge” as used in the tender papers shall mean
the Executive Engineer-in-charge of the work.
e) The expression "Contractor" as used in the tender papers shall mean the successful tenderer
that is the tenderer whose tender has been accepted, and who has been authorised to proceed with
the work.
f) The expression "Contract" as used in the tender papers shall mean the deed of contract
together with or its original accompaniment and those later incorporated in it by mutual consent.
g) The expression "Plant" as used in the tender papers shall mean very temporary and
necessary means necessary or considered necessary by the Engineer to execute, construct, complete
and maintain the works and used in altered, modified, substituted and additional works ordered in
the time and in the manner herein provided and all temporary materials and special and other
articles of appliances of every sort, kind and description whatsoever intended or used therefor.
h) The expression “Department” as used in the tender papers shall means Public Works
Department of Government of Maharashtra.
i) The “Accepting authority” shall mean the officer competent to accept the tender.
j) The “Site” shall mean the land and/or other places where the work is to be executed under
the contract including any other land or places which may be allotted by the Government or use for
the purpose of contract.
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11. TESTING ETC. :

The Contractor shall be responsible for the quality of the work in the entire construction work
within the contract. He shall, therefore, have his own independent and adequate setup for ensuring
the same. This shall include establishing field laboratory for testing required for concrete works.
12. AUTHORITIES OF THE ENGINEER IN CHARGE :

Save in so far as it is legally or physically impossible the Contractor shall execute, complete and
maintain the works in strict accordance with the contract under the directions and to the entire
satisfaction of the Engineer in charge and shall comply with and adhere strictly to the Engineer-in-
charge’s instructions and directions on any matter (Whether mentioned in the contract or not)
pertaining to this works.
The Engineer in charge shall decide all questions which may arise as to quality and acceptability of
materials furnished and work executed, manner of execution, rate of progress of the works,
interpretation of the plans and specifications and acceptability of fulfillment of the contract on the
part of the Contractor . He shall determine the amount and quantity of work performed and
materials furnished and his decision shall be final. In all such matters, and in any technical
questions which may arise touching the contract, his decision shall be binding on the Contractor.

The Engineer in charge shall have the power to enforce such decisions and orders if the Contractor
fails to carry them out promptly. If the Contractor fails to execute the work ordered by the
Engineer-in-charge . The Engineer in charge may give notice to Contractor specifying a reasonable
period therein and on the expiry of that period proceed to execute such work as may be deemed
necessary and recover the cost there of from the Contractor.

12.1 AUTHORITIES OF THE ENGINEER-IN-CHARGE'S REPRESENTATIVE

The duties of the representative of the Engineer-in-charge are to watch and supervise the work and
to test and examine any material to be used for workmanship employed in connection with the
works.
12.2 The Engineer-in-charge may from time to time, in writing delegate to his representative any of the
powers and authorities vested in the Engineer-in-charge and shall furnish to the Contractor a copy
of all such delegations of powers and authorities. Any written instruction or approval given by the
representative of the Engineer-in-charge to the Contractor within the terms of such delegations (but
not otherwise) shall bind the Contractor and the Department as though it had been given by the
Engineer-in-charge, provided always as follows.

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a) Failure of the representative of the Engineer-in-charge to disapprove any work or material

shall not prejudice the power of the Engineer-in-charge there after to disapprove such work
or materials and to order to pulling down, removal or breaking up thereof.

b) If the Contractor is dissatisfied with any decision of the Representative of the Engineer-in-
charge he shall be entitle to refer the matter to the Engineer-in-charge, who shall there upon
confirm/reverse or vary such decision.

13. LAY OUT OF WORK :

Layout of the work will be done by the Contractor in consultation with the Executive Engineer of
the Department or his representative, some permanent marks should however be established to
indicate the demarcation of the structure or any component there of made to this permanent marks
in measurement books and drawing signed by the contractor and the departmental officer,
Responsibility regarding layout will be joint.

14. SETTING OUT

14.1 BUILDING WORKS :-

The Engineer-in-charge shall furnish the contractor with only the four corners of the works site and
a level bench mark and the contractor shall set out the works and shall provide an efficient staff for
the purpose and shall be solely responsible for the accuracy of such setting out.

The contractor shall provide, fix and be responsible for the maintenance of all stacks, templates,
level marks, profile and other similar things and shall take all necessary precautions to prevent their
removal or disturbance and shall be responsible for the consequence of such removal or
disturbance, should the same take place and for their efficient and timely reinstatement. The
contractor shall also be responsible for the maintenance of all existing survey marks, boundary
marks distance marks and center line marks, either existing or supplied and fixed by the contractor.
The work shall be set out to the satisfaction of the Engineer-in-charge. The approval thereof or
joining with the contractor by the Engineer-in-charge in setting out the work, shall not relive the
contractor of any of his responsibilities.

Before beginning the work, the contractor shall at his own cost provide all necessary reference and
level posts, pegs, bamboos, flags, ranging rods, strings and other materials for proper layout of
the work in accordance with the scheme for bearing

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marks acceptable to the Engineer-in-charge. The center, longitudinal or face lines and cross lines
shall be marked by means of small masonry pillars. Each pillar shall have distinct mark at the
center to enable the theodolite to be set over it. No work shall be started until all these ponts are
checked and approved by the Engineer-in-charge in writing but such approval shall not relieve the
contractor of any of his responsibilities. The contractor shall also provide all labour, material and
other facilities, as necessary, for the proper checking of layout and inspection of the points during
construction.
Pillars bearing geodetic marks located at the sites of units of works under construction should be
protected and fenced by the contractor.

On completion of works, the contractor must submit the geodetic documents according to which the
work was carried out.

14.2 RESPONSIBILITIES FOR LEVEL AND ALIGNMENT :-

The contractor shall be entirely and exclusively responsible for the horizontal and vertical alignment,
the levels and correctness of every part of the work and shall rectify effectually any errors or
imperfections therein, such rectifications shall be carried out by the contractor, at his own cost, when
instructions are issued to that effect by the Engineer in charge.

15. LEVELING INSTRUMENTS :-

If measurements of items of the work are based on volumetric measurements calculated from levels
taken before and after the construction of the item, a large number of leveling staves, tapes etc. will
have to be kept available by the contractor at the site of the work for this purpose. Lack of the such
leveling staves, tapes etc. in required numbers may case delay in measurements and the work. The
contractor will have therefore to keep sufficient numbers of these instruments readily available at site
and in good working condition.

16. STACKING AND STORAGE AND GUARDING OF MATERIALS :

16.1 The stacking and storage of material at site shall be in such a manner as to prevent deterioration or
intrusion of foreign matter and to ensure the preservation of their quality, properties and fitness for the
work. Suitable precautions shall be taken by the Contractor to protect the materials against atmospheric
action, fire and other hazards. The materials likely to be carried away by wind shall be stored in suitable
stores or with suitable barricades and where there is likely hood of subsidence of soil, heavy materials shall
be stored on paved platforms.

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Suitable separating barricades and enclosures as directed shall be provided to separate materials brought
by Contractor and materials issued by Government to Contractor under Schedule "A" Same applies for
the material obtained from different sources of supply.

16.2 The Contractor shall at his own expense engage watchman for guarding the materials and plant and
machinery and the work during day and night against any pilferage or damage and also for prohibiting
trespassers.

16.3 No materials brought to the site shall be removed from the site without the prior approval of the
Engineer-in-charge.

17. INSPECTION OF WORKS

17.1 The Contractor shall inform the Engineer-in-charge in writing when any portion of the work is ready for
inspection giving him sufficient notice to enable him to inspect the same without affecting the further
progress of the work.

18.2 The Contractor shall provide at his cost necessary ladders and such arrangements as are considered safe
by the Engineer-in-charge for proper inspection of all parts of the work.

17.3 Contractor shall extend his full co-operation and make all necessary arrangements when needed for
carrying out inspection of the work or any part of the work by the local representatives, M.L.As,
M.Ps and officers and dignitories / delegates of various Government departments, local bodies,
private sectors etc. No compensation shall be paid to the contractor on this account.

17.4 The work shall be carried out by the Contractor without causing damage to the existing
Government property and / or private property. If any such damage are caused, the Contractor shall
pay for restoration of the property to the original conditions, and any other consequent damages.
17.5 In the event of the occurrence of an accident involving serious injuries or death of any person, at
site of work or quarry or at any place in connection with the work the same shall be reported in
writing within twenty four hours of the occurrence to the Engineer-in-charge and Commissioner of
Workmen's compensation.
17.6 The Contractor after completion of work shall clean the site of all debris and remove all unused
materials other than those supplied by the department and all plant and machinery, equipment, tools
etc. belonging to him within one month form the date of completion of the work, or otherwise the
same will be removed by the department at his cost or disposed off as per departmental procedure.
In case the material is disposed off by the department, the sale proceeds will be credited to the
Contractor’s account after deducting the cost of sale incurred. However, no claim of Contractor
regarding the price or amount credited will entertained afterwards.

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17.7 All constructional plant, provided by the Contractor shall when brought on to the site be deemed to
be exclusively intended for the construction and the contractor shall not remove the same or any
part thereof (save for the purpose of moving it from one part of the site to another) without the
consent in writing of the Engineer-in-charge who shall record the reasons for withholding the
consent.

18. RESTRICTIONS BECAUSE OF LOCAL TRAFFIC:

As there is local traffic by the side of construction during construction for the bilding, the
Contractor will have to take proper precautions such as proper barricading, fencing, lighting,
information and cautionary boards for safe and smooth flow of traffic, and keeping the concerned
authorities informed about the work in progress.

19. COMPLETION CERTIFICATE :

19.1 The work shall not be considered to have been completed in accordance with the terms of the
contract until the Engineer-in-charge shall have certified in writing to that effect. No approval of
material or workmanship or approval of part of work during the progress of execution shall bind the
Engineer-in-charge or in any way prevent him from even rejecting the work which is claimed to be
complete and to suspend the issue of his certificate of completion until such alteration and
modifications or reconstruction have been effected at the cost of the Contractor as shall enable him
to certify that the work has been completed to his satisfaction.

19.2 After the work is completed the Contractor shall give notice of such completion to the Engineer-in-
charge and within 30 days of receipt of such a notice the Engineer-in-charge shall inspect the work
and if there is no defect in the work shall furnish the Contractor with a certificate indicating the
date of completion. However, if there are any defects which in the opinion of the Engineer-in-
charge are rectifiable he shall inform the Contractor the defects noticed. The Contractor after
rectification of such defects shall then inform the Engineer-in-charge and Engineer-in-charge on his
part shall inspect the work and issue the necessary completion certificate within 30 days if , the
defects are rectified to his satisfaction, and if not, he shall inform the Contractor indicating defects
yet to be rectified. The time cycle as above, shall continue.

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19.3 In case defects noticed by the Engineer-in-charge which in his opinion are not rectifiable but
otherwise work is acceptable at reduced payment, work shall be treated as completed. In such
cases completion certificate shall be issued by the Engineer-in-charge within 30 days indicating the
un-rectifiable defects for which reduction in payment is being made by him.

19.4 The issued of completion certificate shall not be linked up with the site clearance on completion of
the work.

20. ANCILLARY WORK :

The Contractor shall submit to Engineer-in-charge in writing the details of all ancillary works
including layout and specifications to be followed for its construction. Ancillary work shall not be
taken up in hand unless approved by Engineer-in-charge . The Engineer-in-charge reserves the
right to suggest modifications or make complete
changes in the layout and specifications proposed by the Contractor at any stage to ensure the
safety on the work site. The Contractor shall carry out all such modifications to the ancillary works
at his own expenses as ordered by Engineer-in-charge.

21 SPECIAL CONDITIONS:

21.1 The Contractor should ensure that all safety precautions are observed by their laboures, working
closed to the State Highway and while closing the State Highway precautions are taken including
insurance etc., for their labour at the cost of the contractor and the contractor will bear all the
expenses, compensation etc. if any accident occurs to the labour etc. No claim in this regard on
whatsoever account shall be entertained and this decision of the Department will be final and
conclusive.

21.2 The Contractor shall observe the rules and regulation imposed by traffic police for smooth flow of
traffic on the diversion road and shall not be entitled for claims any compensation arising thereof.

21.3 In case of delay in handing over the land required for the work, due to unforeseen cause, the
Contractor shall not be entitled for any compensation what-so-ever form the Government on ground
that the machinery or labour was idle for certain period. Contractor may, however apply for
extension of time limit which may be granted on the merit of the case.

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22. REJECTION OF MATERIALS NOT CONFORMING TO SPECIFICATIONS:

Any stock or batch of material(s) of which sample(s) does not conform to the prescribed test and
quality, shall be rejected by the Engineer or his representative and such materials shall be removed
from site by the Contractor at his own cost. Such rejected materials shall not be made acceptable
by any modifications. Materials not corresponding in character and Quality with approved samples
will be rejected by the Engineer or his representative and shall be removed from site at the
Contractor’s own cost.

23. INSPECTION OF OPERATIONS :

The Engineer and any person authorised by him shall at all times have access to the works and to
all workshops and places (including required documents) where work is being prepared or from
where materials, manufactured articles or machinery are being obtained for the works and the
Contractor shall afford every facility for & every assistance in or in obtaining the right to such
access.

24. FIELD LABORATORY :

The Contractor shall arrange to provide a well furnished and fully equipped field laboratory which
shall be manned by adequately qualified technical staff. The laboratory shall preferably be located
adjacent to the plant site and shall be provided with amenities like water supply, electric supply,
toilet block etc. The list of equipment for construction work is enclosed on Page No. 120 The list
of equipment is enclosed on Page 120 This shall be considered as incidental to work and no
separate payment whatsoever will be made for the same.

25. SUPPLY OF COLOURED RECORD PHOTOGRAPHS AND ALBUMS:

The Contractor shall arrange to take dated post card size coloured photographs at various
stages/facts of the work including interesting and novel features of the work as desired by the
Engineer-in-charge and supply them in five copies each in separate albums of appropriate size. He
shall also arrange for the Video Filming of important activities of the work during the currency of
the contract and edit it to a video film of 60 to 300 minutes playing time.

It shall contain narration of the various activities in English/Marathi by a competent narrator. The
cassette shall be of acceptable quality and the film shall be capable of producing color pictures.
This shall be considered as incidental to the work and no additional payment whatsoever will be
made for the same.

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26. SUPPLY OF SAFETY JACKETS TO LABOURERS/SUPERVISORS/ENGINEERS

As a safety measure during the execution of work all labours, construction and supervisory staff
shall be provided with an orange colour jacket in flouroscent blue so as to make them starkly
visible from a distance even during evening hours
27. APPROVAL OF CONSTRUCTION MATERIALS AND CONSTRUCTION
ACTIVITIES:

Approval of all materials for the work shall be obtained in writing from Engineer-in-charge or his
representative before its use in the Project.
Before taking up of any construction activity the construction work done earlier shall be got
approved in writing. Any failure on this account may result in the work for which the Contractor
will be solely responsible.
Materials and job mix, etc. shall be got approved in writing atleast 15 days in advanced of the
commencement of the corresponding activity. The testing charges shall be borne by the Contractor
.Besides the prescribed tests and frequencies any other test of tests over the prescribed frequency
shall also be carried out by the Contractor at his own cost if so directed by Engineer-in-charge or
his authorised representative.

28. CONDITION RELATING TO INSURANCE OF CONTRACT WORK.

Contractor shall take out necessary Insurance Policy/ (viz. Contractors All Risks Insurance
Policy, Erection All Risks Insurance Policy etc. as decided by the Directorate of Insurance) so as to
provide adequate insurance cover for execution of the awarded contract work for total contract
value and complete contract period compulsorily from the “Directorate of Insurance, Maharashtra
State, Mumbai only its postal address for Correspondence is “264, MHADA, First Floor, Opp.
Kalanagar, Bandra (East) Mumbai – 400051” ( Telephone Nos. 26590403/26590690 and Fax No.
26592461/26590403) Similarly, all workmen’s appointed to complete the contract work are
required to insure under workmen’s compensation insurance policy. Insurance policy/policies
taken out from any other Company will not be accepted. If any contractor has effected Insurance
with any insurance company the same will not be accepted and the amount of premium calculated
by the Government Insurance Fund will be recovered directly from the amount payable to the
Contractor for the executed contract work and paid to the Directorate of Insurance Fund,
Maharashtra State, Mumbai, The Director of Insurance reserves the right to distribute the risks of
insurance among the other insurers.

29. Building and other Construction Welfare Cess

Building and other construction worker welfare cess at 1% or at the rates awarded from
time to time as intimated by the competent authority of building and other construction worker
welfare Act 1996 shall be deducted fro bill amount. Whether bill advance payment or secured
advance.

30. Goods and Service Tax (GST) as preveling rates on the contract amount will be recovered from the
Bill of the Contractor who are registered under GST, as per provisions made in the GST Act 2017.

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31. DIARY :
Contractor shall maintain, throughout the construction period, a diary in the from of a register
regarding the following :-
i) Daily presence of all categories of labours. ii) Daily availability and use of machinery and
equipment’s on work. iii) Daily procurement, Consumption and balance of materials on site. iv) Daily
record of various visiting authorities alongwith name of the officers visited and timing. v) Details of work
executed per day. The register shall be closed on daily basis and signature of Engineers in charge or his
representative should be taken over it.

32.1 Payment shall be made to the contractor after satisfied executed of work and as per availability
of fund.
32.2 No interest shall be demanded by the contractor for delay in payment.
32.3 If the contractor go for litigation for delayed payment or demand any interest he may be debarred
from submitting bid / tender in future.

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ADDITIONAL TECHNICAL CONDITIONS

1. The work shall be carried out in the best workmanship like manner and strict accordance with
P.W.D. hand book volume I and II 1960. Edition supplemented by specification attached and as per
Standard Specifications Book of Govt. of Maharashtra of 1979 and as per specific order of the
Executive Engineer or his representative from time to time.
2. The orders issued by the Government in P.W. Department and the Superintending Engineer,
Mumbai (P.W.) Circle, Mumbai form time to time regarding construction procedure shall be binding
on the contractor in addition to the specification contained in P.W.D. hand book volume I and II and
book of standard specification of P.W. Department and the specifications enumerated above.
3. The contractor shall submit day to day account of the materials issued to him and its use and also
monthly progress and programme of work.
4. a) The maximum size of aggregate permissible would be as per A-7 page-8 of Standard
specifications book 1979 edition.
5. The items provided with watering for curing include continuous watering operations through out the
day including lunch hours and also during holidays. For this purpose contractor shall have to bring
or construct tank of approx. 3000 litres capacity near each building and provide necessary Booster
Pumps etc. to ensure adequate curing and wetting. Hold fasts coming in contact with R.C.C.
columns shall be of sizes 30 cm x 4 cm to be fitted with two rows, nails fixed properly in concrete.
6. Material testing requirement frequency and type of testing is enclosed separately. Material to be used
shall be tested accordingly and cost shall be borne by contractor.
7. The execution of any work form external side of the building Steel scaffolding/Double Bamboo
scaffolding shall be used. No separate payment for claims in this regard shall be entertained.
8. Photographs / video shooting shall be taken during the execution of work to verify qualities of
polymer and micro concrete.
9. Working hours for carring out the site work is from 9.00 AM to 18.00 PM only and No work shall
be executed after the sunset as to control the quality of the work.

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Annexure 'A'
QUALITY CONTROL TESTS
(Refer Condition No.7 (vi) on Page No.84)

Sr.No. Material Test

1 Laterite Stone i) Compressive Strength.
ii) Water Absorption
2 Trap Metal i) Crushing value.
ii) Impact value.
iii) Abrasion value.
iv) Water Absorption.
v) Flakiness Index & Elongation index
vi) Gradation
3 Bricks i) Crushing Strength.
ii) Water Absorption.

4 Flooring Tiles i) Flexural strength

ii) Water Absorption
5 Glazed Tiles i) Water Absorption
6 Cement i) Compressive Strength
ii) Initial setting time.
iii) Final setting time.
iv) Specific Gravity
v) Soundness
vi) Fineness
vii) Std. Consistency
7 Steel i) Weight per meter.
ii) Ultimate Tensile stress.
iii) Yield stress
iv) Elongation
v) Bend Test.
8 Interlocking concrete paving block i) Compressive Strength
ii) Fexural Test
iii) Resistance to wear
9 Wood work (shutters) i) End immersion tests
ii) Knife test
iii) Glue adhesion test
10 Cement Concrete i) Mix design
ii) Compressive strength

11 Structural steel i) Weight/Running metre

12 Sand j) Water Absorption & Specific Gravity

ii) Fineness Modulus iii) Silt Content
iv) Bulkage
13 Water i) P.H. Value / For water
ii) Chloride & Sulphate content

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Annexure 'B'

Construction Material Testing & its frequency

(Refer Condition No.7 (vi) on Page No.84 )

Sr. Material Rate Frequency

1 CEMENT
1) Consistency
2) Initial & Final Setting time
3) Fineness Test per 50 M.t. above six tests
4) Specific Gravity shall be carried.
5) Soundness
6) Compressive Strength
2 METAL
a 1) Sieve Analysis (Gradation) 1 Test for every day work
(Concrete work)
2) Sieve Analysis Red Book 1 Test per 100 m3
Specification
3) Sieve Analysis 1 Test per 200 m3
Granular Sub Base (N.H.Work) MOST
b Water Absorption 1 Test per 200 m3
c Impact (Concrete WBM/BT) 1 Test per 200 m3
d Crushing 1 Test per for Each Source
e Abrasion 1 Test per for Each Source
f Flakiness & Elongation Index 1 Test per 200 m3
g Plasticity Index for blindage used for 1 Test per 25 m3
WBM
3 SAND
1) Water Absorption & Specific Gravity 1 Test per for Each Source
2) Fineness Modulus 1 Test per for Each day
3) Slit Content 1 Test per for Each day work
4) Bulkage 1 Test per for Each day work
4 Concrete Mix Design 1 Concrete Mix Design for each
Compressive strength C.C.Cubes for grade of concrete per every per hour
Qty
Qty. utpo 5 m3 1 Set (3 Nos.)
6-15 m3 2 Set (3 Nos)
16-30 m3 3 Set (3 Nos)
31-50 m3 4 Set (3 Nos)
Quantity above 51 m3 4+1 additional set per 50 m3
5 WATER
1) P.H. Value for Water and Sand 1 test per Source
2) Chloride & Sulphate content 2 test per Source
6 Steel
1) Wt per meter One test for every 5.0 MT or part
2) Ultimate Tensile Stress thereof for each diameter
3) Yield stress
4) Elogation

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ADDITIONAL SPECIFICATIONS

The contractor shall achieve that following requirements in respect of quantity of work and his
contract rate shall provided for the same.

1.1 ADMIXTURES :-
Whenever necessary the admixture should be used to achieve the required workability. The type of
admixture should be got approved from Engineer-in-charge. The rate is inclusive of all admixtures
etc. if found necessary.

1.2 CEMENT IN CONCRETE :

For this purpose the conditions mentioned in additional specifications on Page 108 to 115 shall be
applicable.
1.3 WATER / CEMENT RATIO :
For high quality concrete of low permeability, the water/cement ratio shall be as per IS 456 and mix
design, more than 0.45 and preferably 0.40 or less subject to the attainment of adequate
workability.

1.4 CURING FOR CONCRETE :

Special attention shall be paid to curing of concrete in order to ensure maximum durability and to
minimize cracking. Concrete shall be cured with fresh water whenever it is possible to ensure that
the concrete surface can be kept wet despite wind, etc. care shall be taken to avoid rapid lowering
of concrete temperatures caused by applying cold water to hot concrete surface (thermal shock) Sea
water shall not be used for curing reinforced concrete or prestressed concrete. Where there is doubt
about the ability to keep concrete surface permanently wet for the whole of the curing period heavy
duty membranes curing R.C.C. Compound shall be used.

1.4 CONCRETE COVER TO REINFORCEMENT :

1.5 The cover concrete must be of the same quality, impermeability and strength as the rest of the
concrete. Special mix design should be carried out for the concrete to be used for making concrete
cover blocks.
The concrete cover must develop sufficient alkalinity, and protect the steel. The alkalinity
developed shall not be less than 0.04 N and shall not more than 0.08 N.
The cover must be uniform throughout and it's thickness shall be exclusive of plaster or other
decorative finishes.
The concrete cover shall be as per the relevant clause of IS codes. In the case of poles the cover
thickness shall be separately decided by the Engineer in charge.

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1.6 DETAILING OF MISCELLANEOUS ITEM :

Binding Wires : All ends of binding wires shall be carefully turned inwards so that they do not
project out of concrete and start rusting action. Plastic coated galvanised wires shall be used.
Wherever possible polythene binding string and polythene bar grips shall be used, after making
sure that these do not result in loss of bond or chemical reaction with concrete. The use is subject to
approval of Engineer-in-charge.

1.7 BAR SPACING : As per relevant I.S. codes and as detailed design drawing or as directed by
Engineer-in-charge.

1.8 HOLLOWS IN CONCRETE : After concreting is complete the concrete surface articularly
where there is congestion of reinforcement, shall be tested by light hammering or if possible by
Schmidtz hammer. Any portion showing signs of hollowness should be grouted immediately.

SPECIFICATION FOR FORMWORK AND STEEL, CENTERING :-

I) FORMWORK :-
1.1 Formwork :- Formwork shall include all temporary forms of moulds required for forming the
concrete which is cst-in-situ, together with all temporary construction required for their support.
Unless otherwise stated all formwork shall conform to I.S. Specification.

1.2 Design of Formwork :- Formwork including complete false work shall be designed by the
contractor in accordance with I.S.: 2750 (1964), 4041 (1987) and all other relevant I.S. codes
without any extra cost to the Government and these shall be got approved from Engineer before any
formwork is taken up.

1.3 The contractor shall entirely be responsible for the adequancy and safety for false work not-
withstanding any approval or review by the Engineer of his drawing and design. Proprietary system
of formwork if used a detailed information shall be furnished to the Engineer for approval.

2. QUALITY OF SHUTTERING : The shuttering shall have smooth and even surface and its joints
shall not permit leakage of cement slurry.

2.1 Shuttering materials to be used shall be steel shuttering/marine ply well seasoned free from projecting
nails, splits or other defects that may mark on the surface of concrete. It shall not be so dry as to absorb
water from concrete, or so green or wet as to shrink after erection. Mild steel plates or plywood shall be
used for slab and beam bottoms.

2.2 The timber shall be accurately spawned planed on the sides and the surface coming in contact with
concrete.

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2.3 So far as practicable, clamps shall be used to hold the forms together. Where use of nails is unavoidable
minimum number of nails shall be used and these shall be left projecting so that they can be easily with
drawn. use of double headed nails shall be prefered.

3. TOLERANCE :-
3.1 The formwork shall be made so as to produce finished concrete true to shape, lines, levels plumb
and dimensions as shown on the drawings, subject to the following tolerance unless otherwise
specified in these documents or drawings or as directed by the Engineer :
a) Section dimension = 5 mm
b) Plumb = 1 in 1000 of height
c) Levels = 3 mm before any deflection takes place.

3.2 Tolerance given above are specified for local aberrations in the finished concrete surface and should not
be taken as tolerance for the entire structure taken as a whole or for the setting and alignment of
formwork which should be as accurate as possible to the entire satisfaction of the Engineer, Errors if
noticed in any lift/ tilt of the structure after stripping of forms, shall be corrected in the subsequent work
to bring back the surface of the structure to its true alignment.

4. SPECIAL PROVISION :- Whenever the concreting of thinner members in required to be carried out
within shutters of considerable depth, temporary openings in the side of the shutters shall, if so directed
by the Engineer be provided to facilitate the puring and consolidation of the concrete. Small temporary
openings shall be provided as necessary at the bottom of shutters of walls and deep beams to permit the
expulsion of rubbish etc.

1) REMOVAL OF FORMWORK :- The formwork shall be so removed that it shall not cause
damage to concrete. Centering shall be gradually and uniformly lowered in such a manner as to
avoid any shock or vibrations. Supports shall be removed in such a manner as to permit the concrete
to take stresses due to its own weight uniformly and gradually.
The whole of the formwork removal should be planned and definite scheme of operation shall be
worked out. Under no circumstances forms be struck until the concrete reaches a strength of at least
twice the stress to which the concrete may be subjected at the time of striking but not before the
period as mentioned in IS:456-2000 where ordinary portland cement is used.

II) STEEL CENTERING :-

1. Work include :- Erecting steel centering with contractor's material comprising of standard steel
adjustable props and standard steel trusses / joists / spans, centering place for bottom of slab and
steel plats for bottom of beams etc. of adequate strength properly balanced for obtaining adequate
rigidity to with stand all loads coming on it including permanent and temporary fixtures and

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fastenings etc complete for R.C.C. member like beams slabs and canopy including its removal after
the specified period, stacking making good the damaged parts / its replacement before its next use
with all leads and lift (all centering material shall be contractor.)

2. For R.C.C. works formwork shall be of mild steel plates/ marine plywood of adequate thickness
and grade only. The centering & supporting arrangement such as standard steel trusses/ joists/ spans
standards adjustable/fixed props. H-type frames etc shall be designed by the Contractor and
approved from the Engineer before commencement of its erection. The Contractor with the prior
approval of the Engineer shall use standard steel centering arrangement which may be
manufactured by the reputed firm.

3. The supporting arrangement designed by the contractor shall conform to the relevant I.S. code and
Standard practice adopted in this type of work. The centering arrangement shall be adequately
braced and properly secured by using appropriate type of fastenings and fixtures to ensure stability
and rigidity of the centering to withstand all loads coming on it. The entire responsibility for
design, erection, maintenance and safety etc. will exclusively rest with the contractor. The Engineer
reserves right to call detailed design calculations of the entire centering or part there of to verify its
stability and also reserve tight to reject entire centering arrangement or part there of and any
material used for the centering in the event of which the contractor shall have to arrange for its
replacemnet at his own cost.

SPECIFICATIONS FOR CONCRETE WORKS:-

1 DESIGN OF CEMENT CONCRETE MIXES :

a) All the cement concrete of grade M-15 and higher strength shall be done with proper mix design as
per IS : 10262 - 1982 and shall confirm to the durability and other requirements of IS 456 2000.
The mix design shall be got approved from the Executive Engineer from time to time whenever
there is change in the source and type of cement and aggregates and change in the gradation of
aggregates.

b) The design of concrete mixes for various concrete items in the work shall be obtained by the
contractor at his cost from and approved laboratory. The contractor shall submit in advance details
of such design to the Engineer-in-charge for his prior approval.

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c) For concrete of Grade M-25/ M-30/M-35.

Preliminary mix design must be carried out from an approved laboratory, for subsequent changes
field mix design shall be acceptable. However incase the Executive Engineer has got difficulty in
acceptance of the field mix design, laboratory mix design shall be got done by the contractor from
approved laboratory at his own cost. Cement, find aggregate and coarse aggregate must be used by
weight only according to the requirement of the approved mix design.

d) The concrete mix design shall give target strength of 1.33 times the working strength.
e) The minimum size of aggregate permissible shall be as per para A-7 of Page - 8 f of standard
specification book of 1979 Edition Vol. 1.
f) The provision of the specification No. B-7 at page - 38 to 40 of Vol. 1 1979 Edition of standard
specification book for controlled concrete shall be applicable for all the structural concrete items.
The maximum water cement ratio shall be 0.45. The mix design shall be done accordingly.
g) All the expenses of preliminary mix design, subsequent field/ laboratory mix design, work tests,
shall be borne by the contractor.

2. FROMWORK FOR CONCRETE WORK :- The forms of concrete shall be of the materials as
directly by the Executive Engineer-in-charge and shall preferably be of steel or waterproof
plywood, Forms shall be of the required shape, profile and lines. Suitable devices shall be used to
hold corners, adjacent ends, edges of panel or other forms together in accurante alignment. The
forms and joints shall tight enough. Forms used for circular curved or structures of unusual shape,
petal dome etc. shall be of such a character that will result in smooth concrete surface and exact
shape. They shall be prepared such that they will not warp or distort during erection or while
placing concrete. Their design and layout shall be got approved form the Executive Engineer-in-
charge in advance.

3. ERECTION AND REMOVAL OF FORM WORK :- The centering and strutting shall be of
steel or plywood board exclusively for concreting. The design and drawing should be got approved
in advance from the Department. For minor members the Engineer-in-charge may, at his discretion,
permit use of wooden shuttering. The centering and shuttering shall be close and tight to prevent
leakage of cement slurry. The centering shall have the necessary props, bracing and edges
sufficiently strong and stable which shall not yield or displace while or after laying of concrete.
They shall be made in such way that they can be slackened and removed gradually and slowly
without distributing the concrete. Centering and shuttering shall not be removed before the design
strength is achieved.

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4. MIXTURE OF CONCRETE :- Design mix concrete as well as nominal mix concrete shall be
mixed by following the provision in Standard specification at B. 6.4 unless otherwise directed by
the Engineer. Unless otherwise agreed by the Engineer concrete shall be mixed in a batch type
mixer of such other type of mixer as the Engineer’s approval.

During hot weather the Contractor shall ensure that the constituent materials are sufficiently cool to
prevent the concrete from stiffening in the intervals between its discharge from the mixer and its
final position.

5. TRANSPORTATION, PLACING AND COMPACTION OF CONCRETE :- The method of

transportation placing and compaction of concrete shall be followed as per section B.6.6, 6.7 and
6.8 of Standard Specification unless otherwise directed by the Engineer. The compaction shall be
done with surface float vibrators for slabs and with pin vibrators for columns and beams. Vibrators
of adequate vibrating capacity shall be employed for all types of works.

6. CURING :- Curing shall be done by following provision of Section B.6.9 of Standard

Specification and as directed by the Engineer.

7. WORKING IN EXTREME WEATHER : During windy weather sufficient protection shall be

provided to prevent the cement from being blown away during the process of proportioning and
mixing. During wet weather, the concrete shall be adequately protected as soon as it is placed in
position.

No concreting shall be carried out during period of continuous heavy rains unless, it is completely
covered during mixing, transporting and placing, In extreme hot weather, concreting shall be
restricted to morning and evenings The time between mixing and placing of concrete shall be kept
to the minimum and formwork shall be cooled by sprinkling with water.

8. FINISHING : Finishing work shall comply with requirement of section B.6.10 of Standard
Specification unless otherwise specified herein below :

Immediately on removal of forms, the R.C.C. work shall be examined by the Engineer before any
defects are made good
a) The work that has sagged or contains honey combing to an extent detrimental to structural safety or
architectural concept shall be rejected.
b) Surface defects of a minor nature shall be rectified generally as indicated below by the contractor.

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i) Surface defects which require rectification when forms are removed usually consist of
bulges due to movement of forms, ridges at form joints, honeycombed areas, damage
resulting from the stripping of forms and bolt hole. Bulges and ridges shall be removed by
careful chipping or tooling and the surface is then rubbed with a grinding stone. Honey
combed and other areas shall be chipped out, the edges being cut as straight as possible and
perpendicular to the surface, or preferably slightly under cut to provide a key at the edge, of
the patch. Bolt holes shall be closed by cement mortar to ensure thorough filling.
ii) Shallow patches shall be treated with a coat of thin grout composed of one part of cement
and one part of sand and then filled with mortar similar to that used in concrete. The mortar
is placed in layers not more than 10 mm thick and each layer shall be given a scratch finish
to secure bond with the succeeding layer. The last layer shall be finished to match the
surrounding concrete by floating, rubbing or tooling on formed surfaces by pressing the
form material against the patch while the mortar is still plastic.

iii) Large and deep patches requires filling up with concrete held in place by forms. Such
patches shall be reinforced and carefully dowelled to the hardened concrete.
iv) The same amount of care to cure the material in the patches shall be taken for the whole
structure. Curing shall be started, as soon as possible after the patch is finished to prevent
early drying. Damp Hessian cloth may be used. But in some locations it may be difficult to
hold it in place, a membrane curing R.C.C. Compound in these cases will be most
convenient.
9. CONSTRUCTIONS JOINTS : Construction joints shall be provided and treated following the
provisions of Specification and as directed by the Engineer-in-charge.

10. DURABILITY :- Minimum cement contents for different exposures and sulphate attack are given
in Tables 4 and 5 o I.S. 456, 2000 shall be followed for design mix.

11. TESTS AND STANDARD OF ACCEPTANCE :-

11.1 Tests and Standard of acceptance criteria of design mix concrete and nominal mix concrete shall be
as follows:
Sampling and testing of Concrete shall be done as per provision of section B.6.12 of Standard
Specifications. Acceptance criteria for strength of concrete shall be as per IS 456-2000.
Case falling outside the above limit shall be examined by the Engineer on Merits in each case.

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11.2 DEFECTIVE CONCRETE : Any concrete which gives substandard results, or is severely
damaged due to cracking or shows excessive honey combing and exposure of reinforcement, if
exhibits any fault which in the opinion of the Engineer, seriously impairs its function, may be
declared as defective concrete. Such non acceptable concrete shall be removed from the site and
replaced by fresh concrete of the specified quality by the contractor at his own expenses.
Alternatively in case of acceptable concrete, the Contractor shall carry out whatever other remedy
the Engineer may reasonably suggest "Small rendering shall be done by the Contractor without
extra cost."
12 KEEPING RECORDS : The record of mix design, mixing, slum, testing of C.C. cubes etc. shall
be maintained in accordance with Section B-6.13 of the Standard Specification.

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SPECIFICATION FOR ANTICORROSIVE TREATMENT TO MILD/TOR/ TMT STEEL BAR

REINFORCEMENT CODE OF PRACTICE FOR CORROSION PROTECTION OF REINFORCING
STEEL USING CEMENT - POLYMER COMPOSITE COATING SYSTEM FOREWORD (C.P.C.C.)

0.1 This standard covers the code of practice for corrosion protection of reinforcing steel using cement
polymer composite coating system. In this preparation assistance has been derived from the
following.
(A) ASTM A775 / A775M -94 d Standard specification for Epoxy coated reinforcing steel bars.
(B) Test methods specified by Central Electrochemical Research Institute Karaikudi - 630006.
0.2 This practice covers the various test procedures required to ensure the quality of coated product.
1. SCOPE

This specification covers the code of practice for cement-polymer composite coating system which will be
applicable to reinforcing bars conforming to : BIS 432 ( Part 1 ) 1982 - Specification for mild steel
and medium tensile steel bars and hard drawn steel wire for concrete reinforcement - Part 1 Mild steel and
Medium Tensile steel bars. BIS 432 ( Part 2 ) 1982 - Specification for mild steel and medium tensile steel
bars and hard drawn steel wire for concrete reinforcement - Part 2 Hard Drawn steel. BIS 1139 (Part 1)
1966 - Specification for hot rolled mild steel and medium tensile steel and high yield strength deformed
bars for concrete reinforcement.
This standard specifies the recommended practice for surface preparation, method of application, testing,
inspection, handling and stacking of coated reinforcing bars.
2. SURFACE PREPARATION

2.1 Prior to blast cleaning visible deposits of oil, grease or paint shall be removed by suitable alkaline
cleaner ( soak cleaning R.C.C. Compound ) as per SSPC - SPCOM, clause 11.1.2
2.2 The surface of the steel reinforcing bars to be cleaned by abrasive blast cleaning using either sand
or grit to the near white metal finish in accordance with SSPC - SP 10 - / NACE No.2.1994.
2.3 The prepared surface shall meet the visual standards of comparisons as in SSPC-VIS 2
2.4 As per SSPC - VIS 2. The cleaned surface shall conform to the rust grading scale 9-10 ( i.e. % of
area rusted 0.03 % ). 0.2 - 1994.

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3. APPLICATION OF COATING
3.1 The application of the coating shall not be unduly delayed and commence immediately after
completion of surface preparation.
3.2 The coating shall be applied by an appropriate method and fully cured in accordance with the
recommendations of the supplier of the coating material.
3.3 It is advisable that severely rusted and heavily pitted reinforcements are not accepted for treatment.

4. REQUIREMENTS OF THE COATED RODS.

Cement polymer coated rods shall meet the following requirements;
4.1 Uniformity of the coating.
The coated rod when visually examined shall be fairly uniform in thickness and shall be devoid of any
defects such as cracks peeling, bulging etc. No surface area shall be left uncoated. No rust spots shall be
visible with the unaided eye before embedding in concrete.
4.2 Thickness of the coating.
4.2. a) After curing, the minimum dry film thickness of the coated rods shall not be less than 125 microns.
4.2. b) Measurement shall be made using commercially available coating thickness meter which should be
specifically suitable for curved surface.
4.2. c) The minimum dry film thickness should be ensured atleast on five deformations/ribs over each one
metre length of the coated road.
4.2.d) The thickness of the coating shall also be measured on the straight length of the bar between the
ribs and that also shall not be less than, 125 microns.
4.3 Adhesion of coating.
The adhesion of the coating shall be evaluated by mandrel bent test. The coated rods shall be bent around a
mandrel through 300 as per the test procedure-A given in the Annexure. When visually examined with
unaided eye there shall not be any cracking or disbonding at the outside radius of the bent bar.

4.4 Relative bond strength in concrete.

The relative bond strength of the coated/uncoated bars shall be evaluated by conducting pull out test ( three
cured coated bars and three uncoated bars ) as per the procedure given BIS-2770 Part-1 Methods of testing
bonds in Reinforced Concrete Part-1 Pull out Test (1967). The average bond strength at 0.25 mm slip for
coated bar shall not be less than that of the uncoated bar.

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4.5 Resistance to 2v impressed voltage Test.

The resistance of the coating against chloride permeation and the film integrity on the rod shall be tested by
conducting 2v. Impressed voltage test as per the test procedure- B given in the Annexure. At the end of 1
hour, there shall not be any evolution of hydrogen gas at the cathode or appearance of corrosion products of
iron at the anode.
4.6 The abrasion resistance:
The abrasion resistance of the coating shall be tested by a Taber abraser on coated panels as per the test
procedure- C given in the Annexure. The weight loss shall not exceed 100 mg / 1000 cycles.
4.7 Tolerable limit for chloride:
Using anodic polarization technique the tolerable limit for chloride shall be determined as per the test
procedure-D given in the Annexure. For cement polymer rod it shall not be less than 10,000 PPM.
4.8 Chemical Resistance of the coating:
The chemical resistance of the coated bar shall be evaluated as per the test procedure-E by partially keeping
the coated rods immersed in the following four environments for 45 days.
a. 3M NaOH b. 3M CaCl2
c. Saturated CA (OH) 2 and d. Distilled water.
At the end of the test period, when visually examined there shall not be any blistering, softening or peeling
on the coated rods.
4.9 Impact Resistance of the coating:
The resistance of the coated rebar to mechanical damage be assessed by standard falling weight test as per
the test procedure - F with an impact force of 9 N-m . No shattering, cracking or bond-loss of the coating
shall be observed except at the impact area.

5. ACCEPTANCE / INSPECTION.
5.1 The coated rods that do not meet the requirements of the above specification shall be rejected.
5.2 The manufacturer of the coated rebar, shall submit a certificate from an appropriate testing agency
that the coated rebars meet the requirements of the specification.
6. PROCEDURE FOR HANDLING, STACKING AND TRANSPORTING
OF COATED REINFORCING BARS.
The durability of the coated rebars is related to the coating quality. The more damage is to the coating, it is
more prone to corrosion. Good jobs site practices can minimise the coating damage. For this reason,
standards, such as ASTM, JSCE, NACE (USA) have laid down specific procedures for stacking and
transporting coated bars. Some important guidelines are referred here.

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6.1 Stacking :
6.1 a) It is preferable to store the coated bars on buffer material placed at suitable intervals instead of
placing them directly on the ground.
6.1 b) It is nor desirable to store coated bars by piling them on top of one another. If they are to be stored
by piling, buffer materials such as wood, rubber, jute sack etc. , should be used to separate the layers.
However, the number of layers allowed shall be limited to a maximum of five.
6.1 c) The coated rods shall be stored in an enclosed yard.
6.1 d) If any damage had accured during stacking it should be repaired immediately before any rusting
could occur by using the same coating formulation.
6.2 Handling and Transporting
6.2.a) The coated bars shall be securely bound together using a buffer material ( Padding ) and it is
desirable that the best bars shall be supplied with some canvas cover.
6.2.b) When loading and unloading bundles of coated bars, it shall be preferable to lift them, with a strong
back, spreader bar multiple supports etc. To avoid extreme bending, nylon slings at 2 or 3 points shall be
used.
7. SPECIFICATIONS FOR PATCH REPAIRING OF COATING DAMAGES.
.1 Coating repair is required when peeling off and other damages accur during fabrication or handling.
7.2 The patch repair shall be done at site using the same coating material as per the manufacturer’s
recommendations.
7.3 It is essential to ensure a minimum coating thickness of 150 microns at all the repaired portions
before embedding in concrete
REFERENCE DOCUMENTS.
1. ASTM G8 -90 Standard test methods for cathodic disbonding of pipeline coatings
( Method A )
2. ASTM G20-88 Standard test method for chemical resistance of pipeline coating.
3. ASTM G12-83 Standard test method for non-destructive measurement of film thickness of pipeline
coating on steel.
4. ASTM D-4060-90 Standard test method for abrasion resistance of organic coating by the Taber
Abraser.
5. ASTM -G14-88 Standard test method for impact resistance of pipeline coating ( falling - weight
test )
6. BIS - 2770 Part - I 1967 Method of testing bond in Reinforced Concrete part 1 Pullout Test ( 1967 )
7. SSPC - SP 10-NACE No.2 1994 Near White Blast Cleaning.
8. SSPC - VIS 2 Guide to standard method of evaluating degree of rusting on painted steel surfaces.
9. SSPC-SP-COM - Surface Preparation Specifications.

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ANNEXURE

TEST PROCEDURE A.
Determination of adhesion of the coating :
Adhesion of the coating is to be tested as per ASTM-A-775/775 M 94 d. 10 mm Dia coated rods of length
1 m. shall be used in this test. The coated rods shall be padded with sponge and bend to 300 degree around
a 75 mm diameter mandrel. The bending shall be done at an uniform rate and not suddenly. No cracking of
the coating shall be visible to the unaided eye on the outside radius of the bar. If the test is to be conducted
on other than 10 mm diameter rod, then the diameter of the mandrel has to be changed accordingly as
tabulated below :

Diameter of the Rod (MM) Diameter of the mandrel (MM)

8 mm and 10 mm 75

12 100

16 125

25 200

32 250

TEST PROCEDURE B.

Applied Voltage Test :

Two identical coated bars of same size and length shall be used in the test. 14 mm gauge copper wire shall
be soldered to the one end of the each bar. The other end of the bars shall be sealed with an insulating
material to a length of 2.5 cm. The exposed area on which test is to be conducted shall not be less than 240
sqcms, if 10 mm. diameter rods are used, then the length exposed shall not be less than 80 n cm. A
non-conductive plastic container of size not less than 150 x 150 mm x 850 mm is filled with 7 % NaCl
solution (70 gms./litre) up to the height of 800 mm. The coated rebars shall be suspended vertically so as to
have a clearance of 25 mm from the bottom, 40 mm from the sides and 40 mm in between the rods. A
potential of 2 V in between the coated rods shall be impressed for a period of 60 minutes using suitable DC
power source. The voltage and current shall be measured by using a high resistance voltmeter having an
internal resistance of not less than 10 Mega Ohms and having a range upto 5 V (minimum) Storage
batteries may also be used for impressing the voltage.

During this 60 minutes of testing, there shall not be any coating failure as evidenced by evolution of
hydrogen gas at the cathode or by appearance of corrosion products of iron at the anode.

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TEST PROCEDURE C.
Determination of abrasion resistance of the coating :
Test shall be conducted as per ASTM D 4060 using Taber Abraser using CS-19 wheel under 1 kg. load per
wheel. Abrasion resistance of the coating shall be conducted on panel of size 100 mm x 100 mm in which 8
mm Dia hole shall be drilled. The panel shall be coated as per specified procedure. After curing, thickness
of the coating shall be measured to the nearest 0.1 mg. Then the coated panel shall be mounted on the turn
table. The abrading heads shall placed on the panel and the vacuum pickup nozzle kept in position. The
counter shall be set in position. The vacuum pickup and turn table of the abrader shall be fixed for 1000
cycles. After 1000 cycles loose abradings remaining on the test specimen shall be removed by light
brushing. The final weight of the specimen shall be measured for finding the loss in weight. The weight
loss shall not exceed 100 mg. The test shall be conducted on duplicate specimens.

TEST PROCEDURE D.
Choride tolerable limit :
10 mm Dia cement polymer coated rod of length 10 cm. shall be used. Bottom edge of the coated rod shall
be sealed using lacquer. Then test specimen is kept immersed in 0.04N NaOH + 10,000 PPM Chloride and
potential is monitored using high impedance Multimeter against suitable reference electrode such as
saturated calomel electrode. After getting stabilized potential, using appropriate current regulator (0-100
mA), the test specimen is anodically polarized at a constant current density of 290 uA/sqcm. using a
Platinum/Stainless Steel/TSIA/Polished mild steel as cathode. Potential with time is followed for 5
minutes. At the end of 5 minutes, no rust spots shall be observed on the coated rod.

TEST PROCEDURE E.
Chemical Resistance of the coating :
The coated rods ( any diameter ) of length 30 cm. shall be used in this test. The bottom edge of the coated
rods are to be sealed using lacquer. Transparent PVC cylindrical container shall be use. 3M Cacl2 3M
NaOH Saturated Ca(oh)2 and distilled water are prepared as individual test solution and filled in the
separate container up to the half of its height. Then the coated rods are kept partially immersed in the test
solution so that they are in term contact with both the liquid and vapour phase of the test solution. The test
shall be conducted for 45 days. The coating should not blister, soften or disbond during this period.

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TEST PROCEDURE F.

Impact resistance of the coating :

The resistance of a cement polymer reinforcing bar to mechanical damage shall be determined by the
falling weight test. A test apparatus similar to the described in the test method G14 of the ASTM standard
shall be used. Impact shall occur on the low laying areas of the coated bar, that are between deformations
and ridges. The test shall be performed at room temperature. With an impact force of 9 NM, no shattering,
cracking or disbandment of the coating shall occur except at the impact area, that is, area permanently
deformed by the top.

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LIST OF APPARTUS REQUIRED FOR CONSTRUCTION WORK

(Ref. Page No. 83 Clause 7.1, Page No.99 Clause 24)
Sr. Name of Apparatus Nos ( min )
required
1. 30 m and 50 m chain/ tape 2 Nos
2. Automatic leveling instrument/ Tachometer with all accessories like 5.00 2 Nos.
metre staff
3. Vernier calipers 1 No.
4. Cube moulds for concrete/ Cube moulds for cement mortar 6 Sets
5. Silt jar for sand silt testing. 4 Sets
6. Oven- Electrically operated, thermostatically controlled, range upto 200 1 No.
0
C sensitivity 10C.
7. Platform balance 300 kg capacity
8. Balance 20 kg capacity - self indicating type 1 No.
9. Electronic Balance 5 kg capacity, accuracy 0.5 gm 2 Nos
10. Water bath- electrically operated and thermostatically controlled with 1 No.
adjustable shelves, sensitivity 10C.
11. Thermometers : Mercury-in-glass thermometer, range 00 to 2500C 4 Nos.
Mercury-in-steel thermometer with 30 cm stem, range upto 3000C.
12. Kerosene or gas stove or electric hot plate. 1 No.
13. Set of IS sieves with lid and pan:
450 mm diameter
63 mm, 53 mm, 37.50 mm, 26.50 mm, 13.20 mm,
9.50 mm, 6.70 mm, and 4.75 mm size 1 Sets

200 mm diameter

2.36 mm, 2.0 mm, 1.18 mm, 600 micron, 425 micron,
2 Sets
300 micron, 150 micron, and 75 micron
14. Water testing Kit 1 Set
15. Atterbergs Limits (liquid and plastic limits) Determination apparatus 1 Set
16. Dry Bulk Density Test apparatus (sand pouring cylinder, tray, can etc.).
1 Set
17. Speedy Moisture Meter complete with chemicals 1 Set
18. Aggregate Impact Value Test apparatus/
Los Angles Abrasion Test apparatus. 1 Set
19. Flakiness and Elongation Test Gauges 1 Set
20. Vicat apparatus for testing setting times 1 Set
21. Slump testing apparatus 4 Sets
22. Compression and Flexural strength testing machine, 200 tonne capacity
with additional dial for flexural testing. 1 No.

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QUALITY ASSURANCE AND MAINTENANCE

To ensure the specified quality of work which shall also include necessary surveys, temporary
works etc., the contractor shall prepare a quality assurance plan and get the same approved from the
Engineer in charge within eight days from the date of work order. For this, contractor shall submit an
organization chart of his technical personnel to be deployed on the work along with their qualification, job
descriptions defining the functions of reporting, supervising inspecting and approving. The contractor shall
also submit a list of tools, equipment’s and the machinery and instrumentation which he proposes to use
for the construction and for testing in the field and/or in the laboratory and monitoring. The contractor shall
modify/supplement the organization chart and the list of machinery, equipment etc. as per the direction of
the Superintending Engineer and shall deploy the personnel and equipment on the field as per the approved
chart and list respectively. The contractor shall submit written method statements detailing his exact
proposals of execution of the work in accordance with the specifications. He shall get these approved from
the Engineer in charge. The quality of the work shall be properly documented through certificates,
records, check-lists and logbooks of results etc. Such records shall be complied from the beginning of the
work and be continuously updated and supplemented and this shall be the responsibility of the contractor.
The forms should be got approved from the Executive Engineer-in-charge.

The contractor shall prepare detailed completion drawings after completion of the work. He shall
also prepare and submit a maintenance manual giving procedure for maintenance, with the period of
maintenance works including inspections, tools and equipment to be used, means of accessibility for all
parts of the structure. He shall also include in the manual, the specifications for maintenance work that
would be appropriate for his design and technique of construction. This manual shall be submitted within
the contract period.

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SCHEDULE 'B' AND SPECIFICATIONS B-2 - 30

Name of work : MOW to Labour Commissioner office BKC Bandra Mumbai. (Repairs & Renovation of Toilet
Block) (Gr to 3rd & 5th to 8th floor).
Quantity Description of Item Rate in Rate in Words Unit Amount Ref. to Std. Additional
Figure(Rs.) (Rs.) Spn. Book Specifications if any
713.54 1 . Removing cement tiles, or marble or polished shahabad floor or 47.25 Rupees Forty Seven And Per One 33714.77 -- The work shall be
Square dado without bed concrete including stacking the materials as Paise Twenty Five Only Square -- carried as per wording
Metres directed with all leads, lifts etc. complete Metre of the item and as
directed by the
Engineer in-charge.
238.00 2 . Dismantling the R.C.C. Work 1:2:4 and sorting out the 1523.55 Rupees One Thousand Per One 362604.90 -- The work shall be
Cubic materials such as steel etc. as directed and stacking them within Five Hundred Twenty Cubic -- carried as per wording
Metres the specified lead as directed etc. complete. Three And Paise Fifty Metre of the item and as
Five Only directed by the
Engineer in-charge.
63.00 3 . Removing urinal pans or wash hand basins with frame 100.80 Rupees One Hundred And Per One 6350.40 -- The work shall be
Numbers including disconnecting the sanitary and water supply Paise Eighty Only Number -- carried as per wording
connections, removing the same carefully and stacking the of the item and as
serviceable materials as and where directed including throwing directed by the
the unserviceable materials outside etc complete. Engineer in-charge.
35.00 4 . Removing W.C. pans including disconnecting the sanitary and 217.35 Rupees Two Hundred Per One 7607.25 -- The work shall be
Numbers water supply connections, removing and breaking flooring and Seventeen And Paise Number -- carried as per wording
bed con-crete around pan removing the same carefully and Thirty Five Only of the item and as
stacking the serviceable materials as adn where directed directed by the
including throwing the unserviceable materiasls out side etc. Engineer in-charge.
carefully and throwing out the refusal outside etc. complete.
6.69 5 . Removing brick bat coba including stacking the spoils as 664.65 Rupees Six Hundred Sixty Per One 4446.51 -- The work shall be
Cubic directed with all leads, lifts etc, complete. Four And Paise Sixty Cubic -- carried as per wording
Metres Five Only Metre of the item and as
directed by the
Engineer in-charge.

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Quantity Description of Item Rate in Rate in Words Unit Amount Ref. to Std. Additional
Figure(Rs.) (Rs.) Spn. Book Specifications if any
6.69 6 . Providing waterproofing in W.C. and bath including brick bat 6504.75 Rupees Six Thousand Five Per One 43516.78 -- The work shall be
Cubic coba in all position including providing and laying 12mm Hundred Four And Paise Cubic -- carried as per wording
Metres bedding in cement mortor 1:3 on vergin concrete slab with Seventy Five Only Metre of the item and as
waterproofing compound @ 1kg/per bag of cement laying brick directed by the
bat coba of required thickness in cm 1:5 with waterproofing Engineer in-charge.
compound 1 kg/bag of cement grouting and finishing the top
layer with 20mm thick brick bedding in cm mortor 1:3 with
waterproofing compound 1 kg/per bag of cement and testing
the treated portion for 48 hours by pond test and covering ten
years' guarantee on requisite stamp paper including curing etc.
complete.
42.00 7 . Providing and fixing 10cm C.I. Nahani Trap including C.I. 1190.28 Rupees One Thousand Per One 49991.76 Bd/V-32 --
Numbers grating bend and piece of C.I. pipe upto the outside face of the One Hundred Ninety And Number P-567
wall complete. Paise Twenty Eight Only
14.00 8 . Providing and fixing orissa type colour glazed earthenware 625 10659.48 Rupees Ten Thousand Six Per One 149232.72 -- The work shall be
Numbers x 450 mm. w.c. pan including trap, C.I. soil and vent pipe upto Hundred Fifty Nine And Number -- carried as per wording
the out side face of wall including 100 mm. dia. C.I. plug, Paise Forty Eight Only of the item and as
bend, 15mm. thick 10 litre PVC flushing cistern with all directed by the
necessary pipe connection etc. complete. Engineer in-charge.
21.00 9 . Providing and fixing white european type wall-hung pan, of 31969.35 Rupees Thirty One Per One 671356.35 -- The work shall be
Numbers size 350mm x 355mm x 570 mm concealed flush tank with Thousand Nine Hundred Number -- carried as per wording
floor-mounting frame installing kit and drain pipe connection Sixty Nine And Paise of the item and as
set for wall hung WC, with approved make square control Thirty Five Only directed by the
plates including soil pipe, vent pipe upto the outside face of Engineer in-charge.
wall, 100mm dia C.I. plug bend inlet pipe all fittings,cutting &
making good walls, floors etc. complete.
233.50 10 . Removing the existing cement plaster of any thickness without 54.60 Rupees Fifty Four And Per One 12749.10 -- The work shall be
Square causing dust nuisance and stacking the debris upto a distance of Paise Sixty Only Square -- carried as per wording
Metres 50 metres or spreading in the compound and cleaning the site Metre of the item and as
etc. complete. directed by the
Engineer in-charge.

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Quantity Description of Item Rate in Rate in Words Unit Amount Ref. to Std. Additional
Figure(Rs.) (Rs.) Spn. Book Specifications if any
147.30 11 . Removing loose rust from the reinforcement bars by wire 1544.55 Rupees One Thousand Per One 227512.22 -- The work shall be
Square brushing, light hammering etc. and applying sulphate and Five Hundred Forty Four Square -- carried as per wording
Metres chloride free inorganic single component rust remover Rusticide And Paise Fifty Five Metre of the item and as
as approved by Engineer in charge conforming to IS 9077. The directed by the
rusted surface shall become blackish non rusted colour. After Engineer in-charge.
24 hours of application of rust remover, loose particles shall be
removed by brush. Apply one more coat of Rusticide. Apply
bonding coat slurry of high performance acrylic polymer -
Methyl 2-methylpropenoate copolymer with another innovate
as approved by Engineer in charge on entire surface. Mix 1 Kg
of acrylic polymer with 0.5 Kg of cement. Finish it with ready
to use repair polymer modified mortar based on special
cements, formaldehyde based polymer with thixotropy
modifying agents as approved by Engineer in charge (The
Polymer Modified Mortar (PMM) should attain min.
compressive strength of 20 N/mm2 in 1 day and 30 N/mm2 in
7 days) by adding 13 - 16% water by weight of polymer
modified mortar for treatment to the damaged RCC members.
Add 1 Kg of Migrating Corrosion Inhibiting Admixture as
approved by Engineer in charge per 25 Kg bag of polymer
modified mortar. After mixing polymer modified mortar, it can
be trowel applied or sprayed. When applying by hand,
polymer modified mortar must be forced tightly into the
substrate to ensure complete contact with the substrate. (If
scaffolding is required, same shall be provided and will be paid
under relevant item) (15-30 mm thickness at a time).
75.32 12 . Providing internal cement plaster 6 mm thick in a single coat 207.90 Rupees Two Hundred Per One 15659.03 -- The work shall be
Square using Ready to use wall plaster in cement mortar 1:3 to Seven And Paise Ninety Square -- carried as per wording
Metres concrete surface in all positions including scaffolding and Only Metre of the item and as
curing. Providing groove at joint of B.B.Masonry and concrete directed by the
members complete. With Prior Approval of Concerned S.E. Engineer in-charge.

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Quantity Description of Item Rate in Rate in Words Unit Amount Ref. to Std. Additional
Figure(Rs.) (Rs.) Spn. Book Specifications if any
202.61 13 . Providing internal cement plaster 20mm thick in a single coat 503.78 Rupees Five Hundred Per One 102070.87 -- The work shall be
Square using Ready to use wall plaster to concrete, brick surfaces in all Three And Paise Seventy Square -- carried as per wording
Metres positions including scaffolding and curing. Providing groove at Eight Only Metre of the item and as
joint of B.B.Masonry and concrete members complete. a) directed by the
cement ratio 1:5 With Prior Approval of Concerned S.E. Engineer in-charge.
1024.31 14 . Providing waterproof plaster in W.C. and bath 12 mm thick for 421.34 Rupees Four Hundred Per One 431582.78 -- The work shall be
Square dado in cement mortar 1:3 with neat finishing, floating using Twenty One And Paise Square carried as per wording
Metres waterproofing compound at the rate of 1 kg. per bag of cement Thirty Four Only Metre of the item and as
of approved make and manufacturer and curing etc. complete. directed by the
(Excluding Tiles) Engineer in-charge.
130.56 15 . Providing sand faced plaster externally in cement mortar using 693.83 Rupees Six Hundred Per One 90586.44 Bd/L-7 --
Square approved screened sand, in all positions including base coat of Ninety Three And Paise Square P-369
Metres 15 mm thick in cement mortar 1:4 using waterproofing Eighty Three Only Metre
compound at 1 kg per cement bag curing the same for not less
than 2 days and keeping the surface of the base coat rough to
receive the sand faced treatment 6 to 8 mm thick in cement
mortar 1:4 finishing the surface by taking out grains and curing
for fourteen days scaffolding etc.complete.
5.00 16 . Supplying R.C.C.Chamber cover with frame 90cm*45cm 4394.25 Rupees Four Thousand Per One 21971.25 -- The work shall be
No. Heavy Duty 225kg as per approved sample by the Engineer in Three Hundred Ninety No. carried out as per the
charge with all lead and lifts etc. complete and stacking Four And Paise Twenty wording of the Item
wherever directed. Five Only and as directed by the
Engineer in-charge.
4.00 17 . Providing and constructing Brick Masonry inspection trap 13694.21 Rupees Thirteen Per One 54776.84 Bd/V-44 --
Numbers Chamber 90cm x 45cm including 1:4:8 C.C foundation, 1:2:4 Thousand Six Hundred Number P-575
C.C.channels/half round glazed stoneware pipe channel, salt Ninety Four And Paise
glazed stone-ware intercepting trap with rodding pipe set in Twenty One Only
1:4:8 cement concrete block, brick masonry plastering inside
and Outside, fixed in cement concrete with R.C.C. Cover
medium duty 140 kg. etc complete

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Quantity Description of Item Rate in Rate in Words Unit Amount Ref. to Std. Additional
Figure(Rs.) (Rs.) Spn. Book Specifications if any
211.54 18 . Providing and laying vitrified matt fininsh tiles having size 590 1691.78 Rupees One Thousand Six Per One 357879.14 Bd/M-12 --
Square mm to 605 mm x to 605 mm of 8 to 10 mm thickness and Hundred Ninety One And Square P-385
Metres confirming IS. 15622-2006 (Group Bla) of approved make, Paise Seventy Eight Metre
shade and pattern for flooring in required position laid on a bed Only
of 1:4 cement morar including neat cement float, filling joints,
curing and cleaning etc. complete.
1031.66 19 . Providing and laying vitrified matt finish tiles having size 590 1770.53 Rupees One Thousand Per One 1826584.98 Bd/M-12 --
Square mm to 605 mm x to 605 mm of 8 to 10 mm thickness and Seven Hundred Seventy Square P-385
Metres confirming IS. 15622-2006 (Group Bla) of approved make, And Paise Fifty Three Metre
shade and pattern for dado and skirting in required position Only
fixed in 1:4 cement mortar including neat cement float, filling
joints, curing and cleaning etc. complete.
73.55 20 . Providing and laying telephone black / Amba White / Cadbury 4619.23 Rupees Four Thousand Per One 339744.37 -- The work shall be
Square brown / Ruby red / Ocean Brown granite stone of 18 to 20 mm Six Hundred Nineteen And Square -- carried out as per
Metres thick for door frame/ dado/ window boxing etc. On C.M. 1:6 Paise Twenty Three Metre wording of the item
including filling joints with polymer base filler nosing/moulding Only and as directed by
the sharp edges wherever necessary, curing, etc.complete. Engineer in-charge.
70.00 21 . Providing and fixing oval type under counter wash hand basin 9238.95 Rupees Nine Thousand Per One 646726.50 -- The work shall be
Numbera of 16 inch x 22 inch size and of special colour shade having Two Hundred Thirty Eight Number -- carried as per wording
telephonic black / coloured granite of 180 mm thick stone black And Paise Ninety Five of the item and as
kadappa framework including chromium plated coupling bottle Only directed by the
- Trap using CERA company or equivalent oval typa wash Engineer in-charge.
basin model no 3448 as per detailed drawing or as directed by
engg incharge etc complete. (Counter size 1.20 m x 0.60 m )
63.00 22 . Providing and fixing white glazed urinal of series with 10910.55 Rupees Ten Thousand Per One 687364.65 -- The work shall be
Numbers Pressmatic auto closing valve of having 32mm diameter P.V.C. Nine Hundred Ten And Number -- carried as per wording
flush pipe with fitting and flushing of approved make and Paise Fifty Five Only of the item and as
arrangement including lead soil pipe, lead trap & soil pipe directed by the
connection upto the outside face of wall etc.complete as Engineer in-charge.
directed by Engineer in charge.

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Quantity Description of Item Rate in Rate in Words Unit Amount Ref. to Std. Additional
Figure(Rs.) (Rs.) Spn. Book Specifications if any
0.76 23 . Providing and fixing frame with / without ventilator of size as 210052.50 Rupees Two Lacs Ten Per One 159639.90 -- The work shall be
Cubic specified with Country cut teak wood for doors and windows Thousand Fifty Two And Cubic -- carried as per wording
Metres including chamfering, rounding, rebating, iron holdfast of size Paise Fifty Only Metre of the item and as
300mm x 40mm x 5mm with oil painting, etc. complete directed by the
Engineer in-charge.
55.13 24 . Providing and fixing fiber glass reinforced polyster door shutter 3437.70 Rupees Three Thousand Per One 189520.40 -- The work shall be
Square 30 mm thick as per IS 14856 (2000) (Reaffirmed 2006) Four Hundred Thirty Square -- carried as per wording
Metres without ventilator including chromium plated fixtures and Seven And Paise Seventy Metre of the item and as
fastening with chromium plated handles on both sides, etc. Only directed by the
Engineer in-charge.
40.48 25 . Providing and Fixing marine treated waterproof solid Core 10811.00 Rupees Ten Thousand Per One 437629.28 -- The work shall be
Square Flush Door of 35mm thick in single leaf of requisite Eight Hundred Eleven Square -- carried out as per the
Meters manufactures i.e. Anchor/Century/Greenply/Kenwood or And Paise Nil Only Metre wording of the Item
equivalant generally confirming to I.S. 1659:1990 finished with and as directed by the
1.5 mm thick formica laminate sheet (Royale Touche) of Engineer in-charge.
approved pattern with or without grooves on both sides,
necessaty BTC beauty from all four edges & the shutter with
three years guarante requisite stamp paper fixed with approved
heavy hinges type S.S. finish decorative fixture & fastness
such as heavy type, aldrop, tadi tower bolt, handles, hinges
etc. melamine polishing to beading patti including all leads
&lifts as per drawing and instruction of Engineer-in-charge etc
complete.
68.50 26 . Providing and laying 100mm diameter half round salt glazed 574.35 Rupees Five Hundred Per One 39342.98 Bd/V-37 --
Running stoneware pipes in brick masonry including fittings such as Seventy Four And Paise Running P-571
Metres bends, tees, single junction, necessary excavation and jointing Thirty Five Only Metre
complete.
3.61 27 . Providing second class Burnt Brick masonry with 9147.61 Rupees Nine Thousand Per One 33022.87 Bd/G-5 --
Cubic conventional/ I.S. type bricks in cement mortar 1:6 in One Hundred Forty Seven Cubic P-315
Metres superstructure including striking joints, raking out joints, And Paise Sixty One Metre
watering and scaffolding etc. complete

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Quantity Description of Item Rate in Rate in Words Unit Amount Ref. to Std. Additional
Figure(Rs.) (Rs.) Spn. Book Specifications if any
17.60 28 . Providing and fixing in position powder coated aluminium 3640.35 Rupees Three Thousand Per One 64070.16 -- The work shall be
Square louvered windows / ventilator of various sizes with powder Six Hundred Forty And Square -- carried as per wording
Metres coating as per detailed drawing and specifications including Paise Thirty Five Only Metre of the item and as
aluminium frames 80 x 38 mm x 1.22 mm box type, 5 mm thick directed by the
sheet glass louvers, of approved quality etc. complete. Engineer in-charge.
37.00 29 . Providing and fixing C.P. Angular stop clock with wall flange 2821.35 Rupees Two Thousand Per One 104389.95 -- The work shall be
Numbers of approved make continental including necessary Eight Hundred Twenty Number -- carried as per wording
sockets/union nut etc. complete. One And Paise Thirty of the item and as
Five Only directed by the
Engineer in-charge.
37.00 30 . Providing and fixing C.P.Two way BIB cock of approved make 1531.95 Rupees One Thousand Per One 56682.15 -- The work shall be
Numbers continental including necessary sockets/union nut etc. Five Hundred Thirty One Number -- carried as per wording
And Paise Ninety Five of the item and as
Only directed by the
Engineer in-charge.
420.00 31 . Providing and fixing on walls/ ceiling/ floors, 15 mm dia. heavy 476.70 Rupees Four Hundred Per One 200214.00 Bd/V-5 --
Running grade having embossed as ISI Mark galvanised iron pipes Seventy Six And Paise Running P-551
Metres weight of 1.48 Kg/metre with necessary fittings. remaking good Seventy Only Metre
the demolished portion and applying primer of anti-corrosive
oil paint 2 coats Including necessary scaffolding and removing
existing pipe line if necessary and conveying and stacking the
same in PWD chowky or as directed etc. complete.
200.00 32 . Providing and fixing on walls/ ceiling/ floors 20 mm dia. heavy 517.65 Rupees Five Hundred Per One 103530.00 Bd/V-5 --
Running grade having embossed as ISI Mark galvanised iron pipes of Seventeen And Paise Running P-551c
Metres 1.93 kg/meter with necessary fitting remaking good the Sixty Five Only Metre
demolished portion and applying primer of anti-corrosive oil
paint, 2 coats Including necessary scaffolding and removing
existing pipe line if necessary and conveying and stacking the
same in PWD chowky or as directed etc. complete.

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Quantity Description of Item Rate in Rate in Words Unit Amount Ref. to Std. Additional
Figure(Rs.) (Rs.) Spn. Book Specifications if any
100.00 33 . Providing and fixing on walls/ ceiling/ floors, 25 mm dia. heavy 670.95 Rupees Six Hundred Per One 67095.00 Bd/V-5 --
Running grade having embossed as ISI Mark galvanised iron pipes Seventy And Paise Running P-551
Metres weight of 3.01 Kg/meter with necessary fittings . remaking Ninety Five Only Metre
good the demolished portion and applying primer of anti-
corrosive oil paint 2 coats Including necessary scaffolding and
removing existing pipe line if necessary and conveying and
stacking the same in PWD chowky or as directed etc.
100.00 34 . Providing and fixing on walls/ ceiling/ floors, 32 mm dia. heavy 730.80 Rupees Seven Hundred Per One 73080.00 Bd/V-5 --
Running grade having embossed as ISI Mark galvanised iron pipes Thirty And Paise Eighty Running P-551
Metres weight of 3.89 Kg/meter with necessary fittings . remaking Only Metre
good the demolished portion and applying primer of anti-
corrosive oil paint 2 coats Including necessary scaffolding and
removing existing pipe line if necessary and conveying and
stacking the same in PWD chowky or as directed etc.
60.00 35 . Providing and fixing on walls/ ceiling/ floors, 40 mm dia. heavy 807.45 Rupees Eight Hundred Per One 48447.00 Bd/V-5 --
Running grade having embossed as ISI Mark galvanised iron pipes Seven And Paise Forty Running P-551
Metres weight of 4.49 Kg/meter with necessary fittings and remaking Five Only Metre
good the demolished portion and applying primer of anti-
corrosive oil paint 2 coats Including necessary scaffolding and
removing existing pipe line if necessary and conveying and
stacking the same in PWD chowky or as directed etc.
30.00 36 . Providing and fixing on walls/ ceiling/ floors, 50 mm dia heavy 1033.20 Rupees One Thousand Per One 30996.00 Bd/V-5 --
Running grade having embossed as ISI Mark galvanised iron pipes Thirty Three And Paise Running P-551
Metres weight of 6.33 Kg/meter with necessary fittings.and remaking Twenty Only Metre
good the demolished portion and primer of anti corrossive oil
paint 2 coats Including necessary scaffolding and removing
existing pipe line if necessary and conveying and stacking the
same in PWD chowky or as directed etc. complete.
37.00 37 . Providing and fixing 15 mm dia. screw down bib/ stop tap of 704.55 Rupees Seven Hundred Per One 26068.35 Bd/V-8 --
Numbers brass including necessary socket union nut complete. Four And Paise Fifty Number P-554
Five Only

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Quantity Description of Item Rate in Rate in Words Unit Amount Ref. to Std. Additional
Figure(Rs.) (Rs.) Spn. Book Specifications if any
153.00 38 . Supplying installation testing and commissoning of Hubless 2062.20 Rupees Two Thousand Per One 315516.60 -- The work shall be
Running centrifugally cast iron pipes as per ISI 15905 equivalent to Sixty Two And Paise Running -- carried as per wording
Metres NECO inclusive of all necessary special fitting like bends, tees, Twenty Only Metre of the item and as
and caps, 'Y' bends for cleaning offsets, junctions, cowls, etc. directed by the
lad under floor/fixed on walls and in pipe shafts etc. complete. Engineer in-charge.
The quoted rate should include lead and lifting charges to all
levels, necessary scaffolding and supports like hanger supports
grip bolts and CV sheet 304 grade clamps etc. with prior
approval of concerned Superitending Engineer.
c) 75 mm dia
153.00 39 . Supplying installation testing and commissoning of Hubless 2368.80 Rupees Two Thousand Per One 362426.40 -- The work shall be
Running centrifugally cast iron pipes as per ISI 15905 equivalent to Three Hundred Sixty Eight Running -- carried as per wording
Metres NECO inclusive of all necessary special fitting like bends, tees, And Paise Eighty Only Metre of the item and as
and caps, 'Y' bends for cleaning offsets, junctions, cowls, etc. directed by the
lad under floor/fixed on walls and in pipe shafts etc. complete. Engineer in-charge.
The quoted rate should include lead and lifting charges to all
levels, necessary scaffolding and supports like hanger supports
grip bolts and CV sheet 304 grade clamps etc. with prior
approval of concerned Superitending Engineer.
d) 100 mm dia
90.00 40 . Providing and fixing 100 mm dia stabiliser pipe/ P.V.C. soil 827.40 Rupees Eight Hundred Per 74466.00 -- The work shall be
Running vent/waste pipe and with necessary fixtures and fitting such as Twenty Seven And Paise Running -- carried out as per
Metres bends, tees, single junctions, slotted vent, clamps etc. complete. Forty Only Metre wording of the item
and as directed by
Engineer in-charge.
90.00 41 . Providing and fixing 75 mm dia stabiliser pipe/ P.V.C. soil 637.35 Rupees Six Hundred Per 57361.50 -- The work shall be
Running vent/waste pipe and with necessary fixtures and fitting such as Thirty Seven And Paise Running -- carried out as per
Metres bends, tees, single junctions, slotted vent, clamps etc. complete Thirty Five Only Metre wording of the item
and as directed by
Engineer in-charge.
23.00 42 . Providing and fixing 450mm x 550mm size superior type 904.05 Rupees Nine Hundred Per One 20793.15 -- The work shall be
Numbers Belgium mirror with 16mm dia. nickel plated towel rod etc. Four And Paise Five Number -- carried as per wording
complete. of the item and as
directed by the
Engineer in-charge.

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Quantity Description of Item Rate in Rate in Words Unit Amount Ref. to Std. Additional
Figure(Rs.) (Rs.) Spn. Book Specifications if any
50.00 43 . Supply of Stanless Steel Liquid Soap Dispenser 621.60 Rupees Six Hundred Per One 31080.00 -- The work shall be
Numbers Twenty One And Paise Number -- carried as per wording
Sixty Only of the item and as
directed by the
Engineer in-charge.
1266.99 44 . Scrapping the old plastered internal surface with sand paper 37.80 Rupees Thirty Seven And Per One 47892.22 -- The work shall be
Square and coating the entire surface with mixture of whiting or glue Paise Eighty Only Square -- carried as per wording
Metres and linseed oil including scaffolding etc. complete as directed. Metre of the item and as
directed by the
Engineer in-charge.
1390.43 45 . Providing and applying plastic emulsion paint of approved 84.00 Rupees Eighty Four And Per One 116796.12 Bd/P-6 --
Square quality, colour and shade to old and new surfaces in two coats Paise Nil Only Square P-414
Metres including scaffolding, preparing the surface. (excluding the Metre
primer coat)etc. complete.
301.28 46 . Providing and applying washable oil-bound distemper of 33.60 Rupees Thirty Three And Per One 10123.01 Bd/P-5 --
Square approved colour and shade to old and new surfaces in one coat Paise Sixty Only Square P-413
Metres including scaffolding, preparing the surfaces. (excluding the Metre
primer coat.)etc. complete.
29.48 47 . Lowering down the debris obtained from breaking and 789.60 Rupees Seven Hundred Per One 23277.41 -- The work shall be
Cubic removing the cement plaster / burnt brick masonry of the first Eighty Nine And Paise Cubic -- carried as per wording
Metres floor by any means without causing dust nuisance and damage Sixty Only Metre of the item and as
to structure, stacking the same as and where directed including directed by the
cleaning the site complete. Engineer in-charge.
17.60 48 . Providing and fixing aluminium grill diamond mesh type 6163.50 Rupees Six Thousand One Per One 108477.60 -- The work shall be
Square DG202 of 7.5 mm thick including fixing in position anodised Hundred Sixty Three And Square -- carried as per wording
Metres aluminium frame section of 80 x 38 mm x 1.22 mm size box, Paise Fifty Only Metre of the item and as
cutting to the required size with all wastage , labour, lead lift directed by the
etc. complete. Engineer in-charge.
52.23 49 . Removing any kind of debris including loading in truck and 851.59 Rupees Eight Hundred Per One 44478.55 -- --
Cubic conveying to dumping point approved by MCGM, unloading, Fifty One And Paise Cubic --
Metres spreading etc. complete. With all leads and lifts. Fifty Nine Only Metres

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Quantity Description of Item Rate in Rate in Words Unit Amount Ref. to Std. Additional
Figure(Rs.) (Rs.) Spn. Book Specifications if any
Total (A) Work Portion Rs. : 8990446.21
1.00 50 . Basic Test of Cement : Carrying out Standard Consistancy 3960.00 Rupees Three Thousand Per One 3960.00 -- The work shall be
Test Fineness, Specific Gravity, Setting Time (Initial & Final ), Nine Hundred Sixty And Test carried as per wording
Compressive Strength, Soundness Test Paise Nil Only of the item and as
directed by the
Engineer in-charge
1.00 51 . FINE AGGREGATES : Carrying out test of Fineness 1450.00 Rupees One Thousand Per One 1450.00 -- The work shall be
Test Modulus (Sieve Analysis), Silt & Clay Content Four Hundred Fifty And Test carried as per wording
Paise Nil Only of the item and as
directed by the
Engineer in-charge
1.00 52 . MORTAR : Carrying out test of Compressive Strength. (Set 725.00 Rupees Seven Hundred Per One 725.00 -- The work shall be
Test of 3 Cubes) Twenty Five And Paise Test carried as per wording
Nil Only of the item and as
directed by the
Engineer in-charge
1.00 53 . ALUMINIUM SECTION : Carrying out test of Thickness, 725.00 Rupees Seven Hundred Per One 725.00 -- The work shall be
Test Mass Per Running meter Twenty Five And Paise Test carried as per wording
Nil Only of the item and as
directed by the
Engineer in-charge
1.00 54 . CERAMIC TILES / VITRIFIED TILES : Carrying out test of 1675.00 Rupees One Thousand Six Per One 1675.00 -- The work shall be
Test Water Absorption, Modules of Rapture (Set of 6 Tiles) Hundred Seventy Five Test carried as per wording
And Paise Nil Only of the item and as
directed by the
Engineer in-charge
1.00 55 . G.I. PIPES : Carrying out test of Weight per running meter, 275.00 Rupees Two Hundred Per One 275.00 -- The work shall be
Test Diameter of pipe & wall thickness of pipe, Seventy Five And Paise Test carried as per wording
Nil Only of the item and as
directed by the
Engineer in-charge
1.00 56 . P.V.C. PIPES (NON PLASTISIZED) : Carrying out test of 280.00 Rupees Two Hundred Per One 280.00 -- The work shall be
Test Weight per running meter, Diameter of pipe & wall thickness Eighty And Paise Nil Test carried as per wording
of pipe Only of the item and as
directed by the
Engineer in-charge

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Quantity Description of Item Rate in Rate in Words Unit Amount Ref. to Std. Additional
Figure(Rs.) (Rs.) Spn. Book Specifications if any
1.00 57 . BRICKS : Carrying out test of Water Absorption (Set of 5 2285.00 Rupees Two Thousand Per One 2285.00 -- The work shall be
Test Bricks), Compressive Strength (Set of 5 Bricks), Efflorescence Two Hundred Eighty Five Test carried as per wording
(Set of 5 Bricks). And Paise Nil Only of the item and as
directed by the
Engineer in-charge
1.00 58 . FLOORING TILES (MOSSAIC / CEMENT) : Carrying out 1450.00 Rupees One Thousand Per One 1450.00 -- The work shall be
Test test of Flooring of Natural Stone (Kota, Marble, Granite, Four Hundred Fifty And Test carried as per wording
Tandur etc.) Water Absorption , Specific Gravity Paise Nil Only of the item and as
directed by the
Engineer in-charge
1.00 59 . WOOD : Carrying out test of Density, Moisture Content. 1115.00 Rupees One Thousand Per One 1115.00 -- The work shall be
Test One Hundred Fifteen And Test carried as per wording
Paise Nil Only of the item and as
directed by the
Engineer in-charge
Total (B) Testing Charges Rs. : 13940.00
51.330 60 . Royalty Charges for Sand are to be paid to the contractor after
237.37 Rupees Two Hundred Per One 12184.20 -- --
Cubic producing receipt of royalty paid to the Govt. for the material Thirty Seven And Paise Cubic --
Metres used for this work. Thirty Seven Only Metres
Total (C) Royalty Charges Rs. : 12184.20
Total (A = 8990446.21 + B = 13940.00 + C = 12184.20) = Rs. : 9016570.41
Rupees Ninety Lacs Sixteen Thousand Five Hundred Seventy And Paise Nil Only Say Rs. 9016570.00
=============

Signature of Contractor Deputy Engineer Executive Engineer

Bandra Sub Divn. No.2, Mumbai North Mumbai Division, Andheri,
Mumbai

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SCHEDULE 'C' B-2 - 30

Name of work : MOW to Labour Commissioner office BKC Bandra Mumbai. (Repairs & Renovation of
Toilet Block) (Gr to 3rd & 5th to 8th floor).
Item Description Ref. to Std. Spn. Book Additional Specification if any
No. Item No and Page No.
1 . Removing cement tiles, or marble or polished shahabad floor or dado -- The work shall be carried as per wording of the
without bed concrete including stacking the materials as directed with all -- item and as directed by the Engineer in-charge.
leads, lifts etc. complete
2 . Dismantling the R.C.C. Work 1:2:4 and sorting out the materials such as -- The work shall be carried as per wording of the
steel etc. as directed and stacking them within the specified lead as -- item and as directed by the Engineer in-charge.
directed etc. complete.
3 . Removing urinal pans or wash hand basins with frame including -- The work shall be carried as per wording of the
disconnecting the sanitary and water supply connections, removing the -- item and as directed by the Engineer in-charge.
same carefully and stacking the serviceable materials as and where
directed including throwing the unserviceable materials outside etc
complete.
4 . Removing W.C. pans including disconnecting the sanitary and water -- The work shall be carried as per wording of the
supply connections, removing and breaking flooring and bed con-crete -- item and as directed by the Engineer in-charge.
around pan removing the same carefully and stacking the serviceable
materials as adn where directed including throwing the unserviceable
materiasls out side etc. carefully and throwing out the refusal outside etc.
complete.
5 . Removing brick bat coba including stacking the spoils as directed with all -- The work shall be carried as per wording of the
leads, lifts etc, complete. -- item and as directed by the Engineer in-charge.

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Item Description Ref. to Std. Spn. Book Additional Specification if any
No. Item No and Page No.
6 . Providing waterproofing in W.C. and bath including brick bat coba in all -- The work shall be carried as per wording of the
position including providing and laying 12mm bedding in cement mortor -- item and as directed by the Engineer in-charge.
1:3 on vergin concrete slab with waterproofing compound @ 1kg/per bag
of cement laying brick bat coba of required thickness in cm 1:5 with
waterproofing compound 1 kg/bag of cement grouting and finishing the
top layer with 20mm thick brick bedding in cm mortor 1:3 with
waterproofing compound 1 kg/per bag of cement and testing the treated
portion for 48 hours by pond test and covering ten years' guarantee on
requisite stamp paper including curing etc. complete.
7 . Providing and fixing 10cm C.I. Nahani Trap including C.I. grating bend Bd/V-32 --
and piece of C.I. pipe upto the outside face of the wall complete. P-567
8 . Providing and fixing orissa type colour glazed earthenware 625 x 450 mm. -- The work shall be carried as per wording of the
w.c. pan including trap, C.I. soil and vent pipe upto the out side face of -- item and as directed by the Engineer in-charge.
wall including 100 mm. dia. C.I. plug, bend, 15mm. thick 10 litre PVC
flushing cistern with all necessary pipe connection etc. complete.
9 . Providing and fixing white european type wall-hung pan, of size 350mm x -- The work shall be carried as per wording of the
355mm x 570 mm concealed flush tank with floor-mounting frame installing -- item and as directed by the Engineer in-charge.
kit and drain pipe connection set for wall hung WC, with approved make
square control plates including soil pipe, vent pipe upto the outside face
of wall, 100mm dia C.I. plug bend inlet pipe all fittings,cutting & making
good walls, floors etc. complete.
10 . Removing the existing cement plaster of any thickness without causing -- The work shall be carried as per wording of the
dust nuisance and stacking the debris upto a distance of 50 metres or -- item and as directed by the Engineer in-charge.
spreading in the compound and cleaning the site etc. complete.

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Item Description Ref. to Std. Spn. Book Additional Specification if any
No. Item No and Page No.
11 . Removing loose rust from the reinforcement bars by wire brushing, light -- The work shall be carried as per wording of the
hammering etc. and applying sulphate and chloride free inorganic single -- item and as directed by the Engineer in-charge.
component rust remover Rusticide as approved by Engineer in charge
conforming to IS 9077. The rusted surface shall become blackish non
rusted colour. After 24 hours of application of rust remover, loose
particles shall be removed by brush. Apply one more coat of Rusticide.
Apply bonding coat slurry of high performance acrylic polymer - Methyl
2-methylpropenoate copolymer with another innovate as approved by
Engineer in charge on entire surface. Mix 1 Kg of acrylic polymer with 0.5
Kg of cement. Finish it with ready to use repair polymer modified mortar
based on special cements, formaldehyde based polymer with thixotropy
modifying agents as approved by Engineer in charge (The Polymer
Modified Mortar (PMM) should attain min. compressive strength of 20
N/mm2 in 1 day and 30 N/mm2 in 7 days) by adding 13 - 16% water by
weight of polymer modified mortar for treatment to the damaged RCC
members. Add 1 Kg of Migrating Corrosion Inhibiting Admixture as
approved by Engineer in charge per 25 Kg bag of polymer modified
mortar. After mixing polymer modified mortar, it can be trowel applied or
sprayed. When applying by hand, polymer modified mortar must be
forced tightly into the substrate to ensure complete contact with the
substrate. (If scaffolding is required, same shall be provided and will be
paid under relevant item) (15-30 mm thickness at a time).
12 . Providing internal cement plaster 6 mm thick in a single coat using Ready -- The work shall be carried as per wording of the
to use wall plaster in cement mortar 1:3 to concrete surface in all positions -- item and as directed by the Engineer in-charge.
including scaffolding and curing. Providing groove at joint of
B.B.Masonry and concrete members complete. With Prior Approval of
Concerned S.E.
13 . Providing internal cement plaster 20mm thick in a single coat using Ready -- The work shall be carried as per wording of the
to use wall plaster to concrete, brick surfaces in all positions including -- item and as directed by the Engineer in-charge.
scaffolding and curing. Providing groove at joint of B.B.Masonry and
concrete members complete. a) cement ratio 1:5 With Prior Approval of
Concerned S.E.

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Item Description Ref. to Std. Spn. Book Additional Specification if any
No. Item No and Page No.
14 . Providing waterproof plaster in W.C. and bath 12 mm thick for dado in -- The work shall be carried as per wording of the
cement mortar 1:3 with neat finishing, floating using waterproofing item and as directed by the Engineer in-charge.
compound at the rate of 1 kg. per bag of cement of approved make and
manufacturer and curing etc. complete. (Excluding Tiles)
15 . Providing sand faced plaster externally in cement mortar using approved Bd/L-7 --
screened sand, in all positions including base coat of 15 mm thick in P-369
cement mortar 1:4 using waterproofing compound at 1 kg per cement bag
curing the same for not less than 2 days and keeping the surface of the
base coat rough to receive the sand faced treatment 6 to 8 mm thick in
cement mortar 1:4 finishing the surface by taking out grains and curing
for fourteen days scaffolding etc.complete.
16 . Supplying R.C.C.Chamber cover with frame 90cm*45cm Heavy Duty -- The work shall be carried out as per the wording of
225kg as per approved sample by the Engineer in charge with all lead and the Item and as directed by the Engineer in-charge.
lifts etc. complete and stacking wherever directed.
17 . Providing and constructing Brick Masonry inspection trap Chamber 90cm Bd/V-44 --
x 45cm including 1:4:8 C.C foundation, 1:2:4 C.C.channels/half round P-575
glazed stoneware pipe channel, salt glazed stone-ware intercepting trap
with rodding pipe set in 1:4:8 cement concrete block, brick masonry
plastering inside and Outside, fixed in cement concrete with R.C.C. Cover
medium duty 140 kg. etc complete
18 . Providing and laying vitrified matt fininsh tiles having size 590 mm to 605 Bd/M-12 --
mm x to 605 mm of 8 to 10 mm thickness and confirming IS. 15622-2006 P-385
(Group Bla) of approved make, shade and pattern for flooring in required
position laid on a bed of 1:4 cement morar including neat cement float,
filling joints, curing and cleaning etc. complete.
19 . Providing and laying vitrified matt finish tiles having size 590 mm to 605 Bd/M-12 --
mm x to 605 mm of 8 to 10 mm thickness and confirming IS. 15622-2006 P-385
(Group Bla) of approved make, shade and pattern for dado and skirting in
required position fixed in 1:4 cement mortar including neat cement float,
filling joints, curing and cleaning etc. complete.

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Item Description Ref. to Std. Spn. Book Additional Specification if any
No. Item No and Page No.
20 . Providing and laying telephone black / Amba White / Cadbury brown / -- The work shall be carried out as per wording of the
Ruby red / Ocean Brown granite stone of 18 to 20 mm thick for door -- item and as directed by Engineer in-charge.
frame/ dado/ window boxing etc. On C.M. 1:6 including filling joints with
polymer base filler nosing/moulding the sharp edges wherever necessary,
curing, etc.complete.
21 . Providing and fixing oval type under counter wash hand basin of 16 inch -- The work shall be carried as per wording of the
x 22 inch size and of special colour shade having telephonic black / -- item and as directed by the Engineer in-charge.
coloured granite of 180 mm thick stone black kadappa framework
including chromium plated coupling bottle - Trap using CERA company
or equivalent oval typa wash basin model no 3448 as per detailed drawing
or as directed by engg incharge etc complete. (Counter size 1.20 m x 0.60
22 . Providing and fixing white glazed urinal of series with Pressmatic auto -- The work shall be carried as per wording of the
closing valve of having 32mm diameter P.V.C. flush pipe with fitting and -- item and as directed by the Engineer in-charge.
flushing of approved make and arrangement including lead soil pipe, lead
trap & soil pipe connection upto the outside face of wall etc.complete as
directed by Engineer in charge.
23 . Providing and fixing frame with / without ventilator of size as specified -- The work shall be carried as per wording of the
with Country cut teak wood for doors and windows including chamfering, -- item and as directed by the Engineer in-charge.
rounding, rebating, iron holdfast of size 300mm x 40mm x 5mm with oil
painting, etc. complete
24 . Providing and fixing fiber glass reinforced polyster door shutter 30 mm -- The work shall be carried as per wording of the
thick as per IS 14856 (2000) (Reaffirmed 2006) without ventilator including -- item and as directed by the Engineer in-charge.
chromium plated fixtures and fastening with chromium plated handles on
both sides, etc. complete

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Item Description Ref. to Std. Spn. Book Additional Specification if any
No. Item No and Page No.
25 . Providing and Fixing marine treated waterproof solid Core Flush Door of -- The work shall be carried out as per the wording of
35mm thick in single leaf of requisite manufactures i.e. -- the Item and as directed by the Engineer in-charge.
Anchor/Century/Greenply/Kenwood or equivalant generally confirming
to I.S. 1659:1990 finished with 1.5 mm thick formica laminate sheet (Royale
Touche) of approved pattern with or without grooves on both sides,
necessaty BTC beauty from all four edges & the shutter with three years
guarante requisite stamp paper fixed with approved heavy hinges type
S.S. finish decorative fixture & fastness such as heavy type, aldrop, tadi
tower bolt, handles, hinges etc. melamine polishing to beading patti
including all leads &lifts as per drawing and instruction of Engineer-in-
charge etc complete.
26 . Providing and laying 100mm diameter half round salt glazed stoneware Bd/V-37 --
pipes in brick masonry including fittings such as bends, tees, single P-571
junction, necessary excavation and jointing complete.
27 . Providing second class Burnt Brick masonry with conventional/ I.S. type Bd/G-5 --
bricks in cement mortar 1:6 in superstructure including striking joints, P-315
raking out joints, watering and scaffolding etc. complete
28 . Providing and fixing in position powder coated aluminium louvered -- The work shall be carried as per wording of the
windows / ventilator of various sizes with powder coating as per detailed -- item and as directed by the Engineer in-charge.
drawing and specifications including aluminium frames 80 x 38 mm x 1.22
mm box type, 5 mm thick sheet glass louvers, of approved quality etc.
complete.
29 . Providing and fixing C.P. Angular stop clock with wall flange of approved -- The work shall be carried as per wording of the
make continental including necessary sockets/union nut etc. complete. -- item and as directed by the Engineer in-charge.
30 . Providing and fixing C.P.Two way BIB cock of approved make continental -- The work shall be carried as per wording of the
including necessary sockets/union nut etc. complete. -- item and as directed by the Engineer in-charge.

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Item Description Ref. to Std. Spn. Book Additional Specification if any
No. Item No and Page No.
31 . Providing and fixing on walls/ ceiling/ floors, 15 mm dia. heavy grade Bd/V-5 --
having embossed as ISI Mark galvanised iron pipes weight of 1.48 P-551
Kg/metre with necessary fittings. remaking good the demolished portion
and applying primer of anti-corrosive oil paint 2 coats Including
necessary scaffolding and removing existing pipe line if necessary and
conveying and stacking the same in PWD chowky or as directed etc.
32 . Providing and fixing on walls/ ceiling/ floors 20 mm dia. heavy grade Bd/V-5 --
having embossed as ISI Mark galvanised iron pipes of 1.93 kg/meter with P-551c
necessary fitting remaking good the demolished portion and applying
primer of anti-corrosive oil paint, 2 coats Including necessary scaffolding
and removing existing pipe line if necessary and conveying and stacking
the same in PWD chowky or as directed etc. complete.
33 . Providing and fixing on walls/ ceiling/ floors, 25 mm dia. heavy grade Bd/V-5 --
having embossed as ISI Mark galvanised iron pipes weight of 3.01 P-551
Kg/meter with necessary fittings . remaking good the demolished portion
and applying primer of anti-corrosive oil paint 2 coats Including
necessary scaffolding and removing existing pipe line if necessary and
conveying and stacking the same in PWD chowky or as directed etc.
34 . Providing and fixing on walls/ ceiling/ floors, 32 mm dia. heavy grade Bd/V-5 --
having embossed as ISI Mark galvanised iron pipes weight of 3.89 P-551
Kg/meter with necessary fittings . remaking good the demolished portion
and applying primer of anti-corrosive oil paint 2 coats Including
necessary scaffolding and removing existing pipe line if necessary and
conveying and stacking the same in PWD chowky or as directed etc.
35 . Providing and fixing on walls/ ceiling/ floors, 40 mm dia. heavy grade Bd/V-5 --
having embossed as ISI Mark galvanised iron pipes weight of 4.49 P-551
Kg/meter with necessary fittings and remaking good the demolished
portion and applying primer of anti-corrosive oil paint 2 coats Including
necessary scaffolding and removing existing pipe line if necessary and
conveying and stacking the same in PWD chowky or as directed etc.
complete.

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Item Description Ref. to Std. Spn. Book Additional Specification if any
No. Item No and Page No.
36 . Providing and fixing on walls/ ceiling/ floors, 50 mm dia heavy grade Bd/V-5 --
having embossed as ISI Mark galvanised iron pipes weight of 6.33 P-551
Kg/meter with necessary fittings.and remaking good the demolished
portion and primer of anti corrossive oil paint 2 coats Including necessary
scaffolding and removing existing pipe line if necessary and conveying
and stacking the same in PWD chowky or as directed etc. complete.
37 . Providing and fixing 15 mm dia. screw down bib/ stop tap of brass Bd/V-8 --
including necessary socket union nut complete. P-554
38 . Supplying installation testing and commissoning of Hubless centrifugally -- The work shall be carried as per wording of the
cast iron pipes as per ISI 15905 equivalent to NECO inclusive of all -- item and as directed by the Engineer in-charge.
necessary special fitting like bends, tees, and caps, 'Y' bends for cleaning
offsets, junctions, cowls, etc. lad under floor/fixed on walls and in pipe
shafts etc. complete. The quoted rate should include lead and lifting
charges to all levels, necessary scaffolding and supports like hanger
supports grip bolts and CV sheet 304 grade clamps etc. with prior
approval of concerned Superitending Engineer.
c) 75 mm dia
39 . Supplying installation testing and commissoning of Hubless centrifugally -- The work shall be carried as per wording of the
cast iron pipes as per ISI 15905 equivalent to NECO inclusive of all -- item and as directed by the Engineer in-charge.
necessary special fitting like bends, tees, and caps, 'Y' bends for cleaning
offsets, junctions, cowls, etc. lad under floor/fixed on walls and in pipe
shafts etc. complete. The quoted rate should include lead and lifting
charges to all levels, necessary scaffolding and supports like hanger
supports grip bolts and CV sheet 304 grade clamps etc. with prior
approval of concerned Superitending Engineer.
d) 100 mm dia
40 . Providing and fixing 100 mm dia stabiliser pipe/ P.V.C. soil vent/waste -- The work shall be carried out as per wording of the
pipe and with necessary fixtures and fitting such as bends, tees, single -- item and as directed by Engineer in-charge.
junctions, slotted vent, clamps etc. complete.

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Item Description Ref. to Std. Spn. Book Additional Specification if any
No. Item No and Page No.
41 . Providing and fixing 75 mm dia stabiliser pipe/ P.V.C. soil vent/waste pipe -- The work shall be carried out as per wording of the
and with necessary fixtures and fitting such as bends, tees, single -- item and as directed by Engineer in-charge.
junctions, slotted vent, clamps etc. complete
42 . Providing and fixing 450mm x 550mm size superior type Belgium mirror -- The work shall be carried as per wording of the
with 16mm dia. nickel plated towel rod etc. complete. -- item and as directed by the Engineer in-charge.
43 . Supply of Stanless Steel Liquid Soap Dispenser -- The work shall be carried as per wording of the
-- item and as directed by the Engineer in-charge.
44 . Scrapping the old plastered internal surface with sand paper and coating -- The work shall be carried as per wording of the
the entire surface with mixture of whiting or glue and linseed oil including -- item and as directed by the Engineer in-charge.
scaffolding etc. complete as directed.
45 . Providing and applying plastic emulsion paint of approved quality, colour Bd/P-6 --
and shade to old and new surfaces in two coats including scaffolding, P-414
preparing the surface. (excluding the primer coat)etc. complete.
46 . Providing and applying washable oil-bound distemper of approved Bd/P-5 --
colour and shade to old and new surfaces in one coat including P-413
scaffolding, preparing the surfaces. (excluding the primer coat.)etc.
47 . Lowering down the debris obtained from breaking and removing the -- The work shall be carried as per wording of the
cement plaster / burnt brick masonry of the first floor by any means -- item and as directed by the Engineer in-charge.
without causing dust nuisance and damage to structure, stacking the
same as and where directed including cleaning the site complete.
48 . Providing and fixing aluminium grill diamond mesh type DG202 of 7.5 mm -- The work shall be carried as per wording of the
thick including fixing in position anodised aluminium frame section of 80 x -- item and as directed by the Engineer in-charge.
38 mm x 1.22 mm size box, cutting to the required size with all wastage ,
labour, lead lift etc. complete.
49 . Removing any kind of debris including loading in truck and conveying to -- --
dumping point approved by MCGM, unloading, spreading etc. complete. --
With all leads and lifts.

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Item Description Ref. to Std. Spn. Book Additional Specification if any
No. Item No and Page No.
50 . Basic Test of Cement : Carrying out Standard Consistancy Fineness, -- The work shall be carried as per wording of the
Specific Gravity, Setting Time (Initial & Final ), Compressive Strength, item and as directed by the Engineer in-charge
Soundness Test
51 . FINE AGGREGATES : Carrying out test of Fineness Modulus (Sieve -- The work shall be carried as per wording of the
Analysis), Silt & Clay Content item and as directed by the Engineer in-charge
52 . MORTAR : Carrying out test of Compressive Strength. (Set of 3 Cubes) -- The work shall be carried as per wording of the
item and as directed by the Engineer in-charge
53 . ALUMINIUM SECTION : Carrying out test of Thickness, Mass Per -- The work shall be carried as per wording of the
Running meter item and as directed by the Engineer in-charge
54 . CERAMIC TILES / VITRIFIED TILES : Carrying out test of Water -- The work shall be carried as per wording of the
Absorption, Modules of Rapture (Set of 6 Tiles) item and as directed by the Engineer in-charge
55 . G.I. PIPES : Carrying out test of Weight per running meter, Diameter of -- The work shall be carried as per wording of the
pipe & wall thickness of pipe, item and as directed by the Engineer in-charge
56 . P.V.C. PIPES (NON PLASTISIZED) : Carrying out test of Weight per -- The work shall be carried as per wording of the
running meter, Diameter of pipe & wall thickness of pipe item and as directed by the Engineer in-charge
57 . BRICKS : Carrying out test of Water Absorption (Set of 5 Bricks), -- The work shall be carried as per wording of the
Compressive Strength (Set of 5 Bricks), Efflorescence (Set of 5 Bricks). item and as directed by the Engineer in-charge
58 . FLOORING TILES (MOSSAIC / CEMENT) : Carrying out test of Flooring -- The work shall be carried as per wording of the
of Natural Stone (Kota, Marble, Granite, Tandur etc.) Water Absorption , item and as directed by the Engineer in-charge
Specific Gravity
59 . WOOD : Carrying out test of Density, Moisture Content. -- The work shall be carried as per wording of the
item and as directed by the Engineer in-charge
60 . Royalty Charges for Sand are to be paid to the contractor after producing -- --
receipt of royalty paid to the Govt. for the material used for this work. --
Executive Engineer,
Signature of Contractor North Mumbai Division, Andheri,
Mumbai

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GUARANTEE BOND FOR SECURITY DEPOSIT

( ON STAMP PAPER WORTH RUPEES 100 / - )

In consideration of the Governor of Maharashtra ( herein after referred to as “ the

Government “ ) having agreed to exempt ______________________________ (
herein after referred to as “ the contractor “ ) from depositing with the Government in
cash the sum of Rs. _____ ( Rupees _______________________
____________________ only. ) being the amount of security deposit payable by the
Contractor to the Government under the terms and conditions of the agreement dated
the __________ day of __________ 20__ and made between the Government on the
one part, and the Contractor of the other part ( hereinafter referred to as “ the said
Agreement “ ) for _________ as security for due observance and performance by the
Contractor of the terms and conditions of the said agreement, on the contractor
furnishing to the Government a Guarantee in the prescribed form of a Schedule bank
in India being in fact those presents in the like sum of Rs._________ (Rs.
________________________ only.) We ______________________________BANK
/ LIMITED registered in India under ____________Act and having one of our Local
Head office at __________ do hereby.

1. GUARANTEE TO THE GOVERNMENT :

(a) Due performance and observance by the Contractor of the terms, covenants and
conditions on the part of the contractor contained in the said Agreement and

(b) Due and punctual payment by the Contractor to the Government of all sums of
money, losses, damages, costs, charges, penalties and expenses payable to the
Government by the contractor under or in respect of the said Agreement.

2. Undertake to pay to the Government on demand and without demur and

notwithstanding any dispute or disputes raised by the Contractor(s) in any suit or
proceeding filed in any Court of Tribunal relating there to the said sum of Rs.
________ ( Rupees _____________________________________________________
__________________________ only. ) or such less sum may be demanded by the
Government from us, our liability hereunder being absolute and unequivocal and
agree that.

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3.(a) The guarantee herein contained shall remain in full force and effect during the
subsistence of the said Agreement and that the same will continue to be enforceable
till all the dues of the Government under or by virtue of the said Agreement have been
duly paid and its claims satisfied or discharged and till the Government certifies that
the terms and conditions of the said Agreement have been fully and properly carried
out by the Contractor.

(b) We shall not be discharged or released from liability under this Guarantee by reasons
of

(i) Any change in the constitution of the Bank of the Contractor; or

(ii) Any agreement entered into between the Government and the Contractor with or
without our consent .
(iii) Any forbearance or indulgence shown to the Contractor ;
(iv) Any variations in the terms, covenants or conditions contained in the said Agreement.
(v) Any time given to the Contractor, or ;
(vi) Any other conditions or circumstances under which, in law, a surety would be
discharged.

(c) Our liability herein under shall be joint and several with that of the Contractor as if we
were the principal debtors in respect of the said sum of Rs. ________________
(Rupees _____________________________________ only.) and

(d) We shall not revoke this guarantee during its currency except with the previous
consent in writing of the Government.

IN WITNESS WHERE OF THE common seal of ____________________ has

been herein affixed this __________ day of __________ 20__. The common seal of
__________________ was pursuant to the resolution of the Board of Directors of the
company dated the __________ day of __________ 20__. herein affixed in the
presence of __________ who, in token thereof, have hereto set their respective hands
in the presence of .

(1) __________________________

(2) __________________________

Contractor No. of Corrections Executive Engineer

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GUARANTEE BOND FOR WATERPROOFING WORK

(On stamp paper worth Rupees 100/-)

Name of work :

Name of Agency :

Agreement No. :

The contractor hereby declares that the water proofing work carried out under this contract
shall be of the best quality and workmanship and shall strictly in accordance with the
specifications and particulars contained/mentioned in the clause hereof and the contractor
hereby guarantee that the said work should continue to conform to the description and quality
aforesaid for a period of Ten years from the date of handing over the said work to the
Department and notwithstanding the fact that the Department may have inspected and or
approved the said work. If during the aforesaid period of Ten years, the said work be
discovered not to conform to the description and quality aforesaid for a period of Ten years
from the date of handling over the said work to the Department and notwithstanding the fact
that Department may have inspected and or approved the said work. If during the aforesaid
period of Ten years, the said work be discovered not to conform to the description and quality
aforesaid or have deteriorated (and the decision of the Engineer in charge in that behalf will
be final and conclusive) the department will be entitled to reject the said work or such portion
thereof as may be discovered not to conform to the said description and quality. On such
rejection, the work will be at the contractor’s risk and all the provisions herein contained
relating to rejection of work etc. shall apply. The contractor shall, if so called upon, have to
make good the work etc. or such portion thereof, as is rejected by the Engineer in charge,
otherwise the contractor shall pay to the Department, such damages, as may arise by the
reason of the breach of the condition herein contained. Nothing herein contained shall
prejudice any other right of the Department in that behalf under this contract or otherwise.

Date :

Place : Contractor

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DECLARATION OF THE CONTRACTOR

Name of Work :-

I/We hereby declare that I/we have made myself / ourselves thoroughly

conversant with the local conditions regarding all materials and labour on

which I/we have based my/our rates for this tender. The specifications, and lead

of materials on this work have been carefully studied and understood by me/us

before submitting this tender. I/we undertake to use only the best materials

approved by the Executive Engineer, North Mumbai P. W. Division,

Andheri Mumbai or his duly authorised representative before starting the work

and to abide by his decision.

I/We hereby undertake to pay the labourers engaged on the work as per

minimum wages Act 1948 applicable to the Zone concerned.

Signature of Contractor

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DRAWINGS

CONTRACT DRAWINGS :-

The Contract Drawings provided for tendering purpose with the tender documents shall
be used as a reference only. Contractor should visualize the nature and type of work
contemplated and to ensure that the rates and prices quoted by him in the bill of quantities take
due consideration of the complexities of work involved during actual execution / construction
as experienced contractors in the field.

The tendered rates / prices for the work shall be deemed to include the cost of
preparation, supply and delivery of all necessary drawings, prints, tracings and negatives which
the contractor is required to provide in accordance with the contract.

DOCUMENTATION :

If so ordered by the Engineer-in-charge, the contractor will prepare drawings of the work
as constructed and will supply original and three copies to the Engineer who will verify and
certify these drawings.

Final as constructed drawings shall then be prepared by the contractor and applied in
triplicate alongwith a micro-film of the same to Engineer for record and reference purpose at
the contractors cost.

Contractor No. of Corrections Executive Engineer