GOVERNMENT OF MAHARASHTRA

TRIBAL DEVELOPMENT DEPARTMENT

CONSTRUCTION MANAGEMENT CELL
P. W. TRIBAL CIRCLE, NASHIK

B-1

TENDER PAPERS
Name of work : - Construction of Multipurpose Center under Prime
Minister Janman Central Scheme at Dokshet
Dharanachiwadi, Dokshet- Jambhulwadi, Parali-
Adihvasiwadi, Kalamb- Adhivasiwadi, Tal.Sudhagad Dist.
Raigad

Cost Put to Tender : - Part A - Rs. 1,84,60,728/-

Part B - Rs. 2,03,668/-
Total - Rs. 1,86,64,396/-

EXECUTIVE ENGINEER,
P.W. TRIBAL DIVISION,
THANE
 (b)

Name of work : - Construction of Multipurpose Center under Prime Minister Janman

Central Scheme at Dokshet Dharanachiwadi, Dokshet- Jambhulwadi,
Parali- Adihvasiwadi, Kalamb- Adhivasiwadi, Tal.Sudhagad Dist.
Raigad
Sr.
Particulars Page No
No
From To

1 Disclaimer 1 1

2 Brief & Detailed Tender Notice Earnest Money Etc. 2 7

3 i) E- Tendering Procedures 8 28

ii)From I to V 29 36

iii) Affidavit 37 38

iv) Model Form of Bank Guarantee Bond 39 40

v) Guarantee Bond For Water Proofing Work. 41 41

vi) Guarantee bond for Anti Termite Treatment 42 42

4 General Description and Scope of work 43 44

5 Printed 'B-1' Agreement Form 45 80

6 Additional Conditions for Materials 81 85

7 i) Additional General Conditions 86 126

ii) Additional Specifications 127 140

8 Schedule 'A' 141 141

9 Schedule 'B' 142

10 Detailed Specifications (Schedule "C')

11 Bar chart

12 Drawing
 महारा शासन
सा. बां.(आिदवासी) िवभाग, ठाणे
संि त ई-िनिवदा सुचना मांक-34 सन 2023-24

कायकारी अिभयंता, सा.बां.(आिदवासी) िवभाग, ठाणे दुर वनी .022-25410046 हे ई-िनिवदा दारे
(ऑनलाईन) खालील कामां करीता बी-1 नमु यातील िनिवदा महारा शासनाकडील यो य या वग तील आिदवासी
िवकास िवभागाकडील न दणीकृ त कं ाटदार यांचेकडू न मागिवत आहे .
अ. कामाचे नाव िनिवदा र कम कं ाटदाराचा
(अ+ब) ( .ल ) वग
1. धानमं ी जनजाती योजनतगत )PM JANMAN) कोचाळे - कारेगांव, करोळ-पाचघर,
वग-3 व
सावदे- जोगलवाडी, सातुल -पळसुड
ं े ता.मोखाडा िज.पालघर येथे आिदवासी बहु ेिशय क ाचे 1,86,64,396/-
यावरील
बांधकाम करणे.
धानमं ी जनजाती योजनतगत )PM JANMAN) ध डिमरीचीमेठ-खोच, साखरी-ग दे वग-3 व
2. )खु(., पोशेरा, ता.मोखाडा िज.पालघर भुरीटे क, झाप-काटकरीव ती ता.ज हार िज.पालघर 2,33,30,495/- यावरील
येथे आिदवासी बहु ेिशय क ाचे बांधकाम करणे.
धानमं ी जनजाती योजनतगत )PM JANMAN) कातकरीवाडी-नांदगांव, राजकोटपाडा- वग-3 व
3. नांदगांव , नांदगांव◌े- जांभळ
ू वाडी, नांदगांव-नवीवाडी, राजेवाडी)नांदगांव ( ता.ज हार 2,33,30,495/- यावरील
िज.पालघर येथे आिदवासी बहु ेिशय क ाचे बांधकाम करणे.
धानमं ी जनजाती योजनतगत )PM JANMAN) रायतळे-आिदमव ती, रायतळे - वग-3 व
4. ू वाडी, धुमपाडा-कासटवाडी, रामनगर )कोरतड(, आपटाळे ता.ज हार िज.पालघर
जांभळ 2,33,30,495/- यावरील
येथे आिदवासी बहु ेिशय क ाचे बांधकाम करणे.
धानमं ी जनजाती योजनतगत )PM JANMAN) गरडवाडी-कासटवाडी, जये वर-
वग-3 व
5. कासटवाडी, गणेशनगर-कासटवाडी, देवीचापाडा-कासटवाडी, जूनी ज हार ता.ज हार 2,33,30,495/-
यावरील
िज.पालघर येथे आिदवासी बहु ेिशय क ाचे बांधकाम करणे.
धानमं ी जनजाती योजनतगत )PM JANMAN) माण, खो ते ता.िव मगड, खुपरी वग-4 व
6. 1,39,98,297/-
ता.वाडा िज.पालघर येथे आिदवासी बहु ेिशय क ाचे बांधकाम करणे. यावरील
धानमं ी जनजाती योजनतगत )PM JANMAN) - तारखेडवाडी, फणसवाडी, वग-3 व
7. 1,86,64,396/-
मालवाडी, बडीचीवाडी ता.पेण िज.रायगड येथे आिदवासी बहु ेिशय क ाचे बांधकाम करणे. यावरील
धानमं ी जनजाती योजनतगत )PM JANMAN) -डोकशेत धरणाचीवाडी, डोकशेत-
वग-3 व
8. ु वाडी, परळी -आिदवासीवाडी, कळं ब-आिदवासीवाडी ता.सुधागड िज.रायगड येथे
जांभळ 1,86,64,396/-
यावरील
आिदवासी बहु ेिशय क ाचे बांधकाम करणे.
धानमं ी जनजाती योजनतगत )PM JANMAN) -ताडगाव आिदवासीवाडी, उंबरवाडी,
वग-3 व
9. नवघर आिदवासीवाडी, खांडसांबळे , िस े वर आिदवासीवाडी ता.सुधागड िज.रायगड येथे 2,33,30,495/-
यावरील
आिदवासी बहु ेिशय क ाचे बांधकाम करणे.
10. धानमं ी जनजाती योजनतगत )PM JANMAN) -लांदरवाडी, वासगाव-आिदवासीवाडी,
वग-3 व
ता.रोहा िज.रायगड कातलाचीवाडी, रामवाडी ता.खालापुर िज.रायगड येथे आिदवासी 1,86,64,396/-
यावरील
बहु ेिशय क ाचे बांधकाम करणे.
11 . धानमं ी जनजाती योजनतगत (PM JANMAN) नाईकपाडा (माणीपाडा) , सातवीपाडा
वग-4 व
(क ढान), खानीवडे (दाभोणरोड) ता.डहाणू िज.पालघर येथे आिदवासी बहु ेिशय क ाचे 1,39,98,297/-
यावरील
बांधकाम करणे.

 िनिवदा डाऊनलोड कर याचा िदनांक िद.13/02/2024 रोजी ते िद.27/02/2024 पयत.

 िनिवदा पूव बैठक िद.23/02/2024 रोजी साय. 4.00 वाजता मा.अधी क अिभयंता, सा.बां.(आिदवासी) मंडळ,
नािशक यांचे काय लयात (श य झा यास) कवा ऑनलाईन.
 ई-िनिवदा उघड याचा िदनांक- 29/02/2024
 सव पा / इ छु क िनिवदाकारांनी िनिवदाप क डाऊनलोड कर यासाठी व िनिवदा ि येत भाग घे यासाठी ई िनिवदा
णाली या http://mahatenders.gov.in या पोटलवर enrolled करणे आव यक आहे .
 DISCLAIMER

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 up to 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 Tribal Development 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. Tenderer 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. Tribal Development 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.

GOVERNMENT OF MAHARASHTRA
TRIBAL DEVELOPMENT DEPARTMENT
 ORIGINAL AGREEMENT NO. B-1

Name of work : - Construction of Multipurpose Center under Prime Minister Janman

Central Scheme at Dokshet Dharanachiwadi, Dokshet- Jambhulwadi,
Parali- Adihvasiwadi, Kalamb- Adhivasiwadi, Tal.Sudhagad Dist.
Raigad

1. Name of Contractor :

2. Date of receipt of Tender :

3. No. & Date of Work Order :

4. Amount put to Tender :

5. Percentage quoted. :

6. Amount of Contract. :

7. Date of Commencement. :

8. Time stipulated for completion of work. : 180 (One Hundred & Eighty Days)
(Including public holidays & monsoon)
9. Date of completion as per Agreement :

10. Actual date of completion. :

11. Reference to sanction of extension of time:

1………………………………………
2……………………………………....
3…………………………………….....

Certified that this original agreement contains Pages 1 to fly leaves Nos. Drawings
Nos.
 DETAILS OF WORK

Name of work : - Construction of Multipurpose Center under Prime Minister Janman

Central Scheme at Dokshet Dharanachiwadi, Dokshet- Jambhulwadi,
Parali- Adihvasiwadi, Kalamb- Adhivasiwadi, Tal.Sudhagad Dist.
Raigad

Estimated cost put to tender :

Part A – Rs. 1,84,60,728/-
Part B – Rs. 2,03,668/-
Total – Rs. 1,86,64,396/-
Earnest Money (0.5%) : Rs. 1,50,000/-
The EMD applicable amount shall be paid via online mode only.
Total Security Deposit 1 % (One Percent)

1. Initial security Deposit (0.5%) : Rs. 94,000/-

2. Further Security deposit to be : Rs. 94,000/-
Deducted from Bills (0.5%) ----------------------------
Total Security Deposit (1%) : Rs. 1,88,000/-

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 TRIBAL
DEVELOPMENT DEPARTMENT

Name & Signature of Contractor/

Power of Attorney holder
With complete address
Name of work : - Construction of Multipurpose Center under Prime Minister Janman
Central Scheme at Dokshet Dharanachiwadi, Dokshet- Jambhulwadi,
Parali- Adihvasiwadi, Kalamb- Adhivasiwadi, Tal.Sudhagad Dist.
Raigad

Estimated cost put to tender :

Part A – Rs. 1,84,60,728/-
Part B – Rs. 2,03,668/-
Total – Rs. 1,86,64,396/-
Earnest Money (0.5%) : Rs.1,50,000/-

Completion Time : 180 (One Hundred & Eighty Days)

(Including public holidays & monsoon)

TENDER SCHEDULE

1 Cost of Tender Form Rs.1,180/-

Refer Online schedule on portal

2 Period for Downloading Tender Forms
https://mahatenders.gov.in

3 Date of Pre-bid meeting 23/02/2024

Last date and time for online bid preparation

Refer Online schedule on portal
4 And hash submission (Technical and
https://mahatenders.gov.in
Financial)
Date and time for online bid data decryption Refer Online schedule on portal
5
and re-encryption (Technical and Commercial) https://mahatenders.gov.in
Receipt of online EMD /, stamp paper of
Rs.100/- Bond Affidavit (Original) in
prescribed format given in Annexure I sworn
Refer Online schedule on portal
6 before Executive Magistrate / Notary and
https://mahatenders.gov.in
Tender Document fees, to be paid online Only
via Payment Gateway mode / TDR of
Additional performance Security Deposit
Class III & above contractor
registered with Tribal Development
7 Registration Class of Contractor
Department in Government of
Maharashtra.

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
 GOVERNMENT OF MAHARASHTRA
TRIBAL DEVELOPMENT DEPARTMENT
INVITATION FOR TENDERS
DETAILED T EN D E R NOTICE NO.34 FOR 2023-24

1. Online percentage rate tenders in 'B-1' Form are invited by the Executive Engineer,
P.W. (Tribal) Division, Thane for the following work from Capable an Eligible Civil Contractor
registered in Class III & Above with TRIBAL DEVELOPMENT 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 EstimatedCost in Earnest Security Class of Contractor Time limit
Rupees Money in Calendar
No. Deposit
Months
Part A –
1 Construction of Rs. Rs.1,50,000/- Rs.1,88,000/- Class III & Above 180 (One
Multipurpose Center under 1,84,60,728/- Registered with Hundred &
Prime Minister Janman Part B – Tribal Development Eighty
Central Scheme at Dokshet Rs. 2,03,668/- Department in Days)
Dharanachiwadi, Dokshet- Total – Maharashtra
Jambhulwadi, Parali- Rs.
Adihvasiwadi, Kalamb- 1,86,64,396/-
Adhivasiwadi,
Tal.Sudhagad Dist. Raigad

1.1 Tender form, conditions of contract, specifications and contract drawings can be downloaded
from the e-tendering portal of Government of Maharashtra i.e. https://mahatenders.gov.in after
entering the details of payment of tender document Fee of Rs.1,180/- (Rupees One
Thousand One Hundred & Eighty Only) Tender Document Fees shall 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 Office of the Executive
Engineer, P.W. (Tribal) Division, Thane.
1.2 The tender form, conditions of contract, specifications & contract drawings can be downloaded
online using payment gateway. The EMD applicable amount shall be paid via online mode from
the authorized account in the name of Bidder only. Bids will be opened as per tender schedule,
in the presence of such intending tenderer or his/their authorized representatives who may be
present at the time opening

The Pre-bid meeting will be held on Date- 23/2/2024 @ Nashik (As per e- tender schedule
uploaded on e-portal https://mahatenders.gov.in/ tribal development department) in
the presence of bidders who wish to attend in the office of the Superintending Engineer,
P.W.(Tribal) Circle, Nashik as per Tender Schedule
Physical Submission:
The bidder shall submit the Hard Copy in "Sealed Envelope" of Technical & Financial
Bids as specified in NIT within 72 hours after the online submission of Bid ("Bid Lock").
Address :- Office of the Executive Engineer, P.W. (Tribal) Division, Thane
P.W.D.Compound, Station Road, Thane (West) – 400 601.

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
1.3 The offer shall remain open for acceptance for minimum period of 90 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.

1.4 The tender notice shall form a part of contract agreement. The tenders are invited on the
departmental designs only
1.5 The tenderer if firm or company shall in their forwarding letter mention names of all the partners
of the firm or company (as the case may be) and the name of the partner who holds the power
of attorney in any, authorizing him to conduct transaction on behalf of the firm or company.

1.6 The right is reserved to revise or amend the contract documents prior to the date notified
for the receipt of the tenders or extended date. Such deviations, amendments or extensions, if
any, shall be communicated in the form of corrigendum by letter or / and by notice in News
paper as may be considered suitable

1.7 The tenderer shall enter his percentage rates in words and figures “below / above” on estimated
cost of (Part A) only. In case there is difference between percentage written in figures and
words, the lower offer will be taken as final.

1.8 No pages should be removed from, added in or replaced in the tender documents.

1.9 Right is reserved to reject any or all tenders without assigning any reasons thereof.

1.10 Tenders who do not fulfill any or all conditions or are incomplete in any respect are liable
for summery rejection.

1.11 The tenderer may, in forwarding letter, mention any points he may wish to make clear but right is
reserved to reject the same in the whole of the tenders if the same become conditional tender
thereby.

1.12 All Cement Concrete items under this contract shall be carried out with Standard
specification book.

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
 GENERAL
a) Time limit: The work is to be completed within time limit as specified in the Notice inviting
tender which shall be reckoned from the date of written order of commencing the work and shall
be inclusive of monsoon period.
b) Tender Rate: No alteration in the form of tender and the schedule of tender and no additions in
the scope or special stipulation will be permitted. Rates quoted for the tender shall be taken
as applicable to all leads and lifts.
c) Tender Units: The tenderer should particularly note the unit 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 rates written in figures and words, the correct rate will be the one, which is
lower of the two.
d) The Income Tax @ 2% 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.

2.0 EARNEST MONEY:

2.1 Earnest money of Rs.1,50,000/- ( Rs. One Lakhs Fifty Thousands Only) shall be paid via
online using NEFT/RTGS or payment gateway mode from the authorized account in the name
of bidder only. The said amount of earnest money shall not carry any interest
whatsoever. EMD exemption certificate will not be accepted. Vide GR No.
CAT/06/2014/LTN 242/Bldg.2, Dt. 24/2/2017.
2.2 Tender of those who do not deposit earnest money in one of the above acceptable
forms shall be summarily rejected. Earnest money in any other form of cash or cheque will not be
accepted.
2.3 The amount of earnest money will be refunded to the unsuccessful tenderer on deciding
about the acceptance or otherwise of the tender or on expiry of the validity period whichever
is earlier
In case of the successful tenderer, it will be refunded on his paying the initial security deposit
and completing the tender documents or will be transferred towards a part of security deposit to
be paid after awarding of the work. If successful tenderer does not pay the security deposit in the
prescribed time limit and complete the agreement bond, his earnest money deposit will be
forfeited to the Government
2.4 Earnest money of the un-successful tenderer will be refunded on their application only after
an intimation of rejection of their tender is sent to them or on the expiry of the validity period
whichever is earlier.

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
3. TENDERING PROCEDURE
3.1 Blank Tender Forms.
Tender Forms can be downloaded from the e-tendering portal of Government of Maharashtra
i.e. https://mahatenders.gov.in after paying tender fees via online mode as per the Tender
Schedule.
3.2 Pre-Tender Conference
3.2.1 Contractors may raise any queries, any points regarding the work online or in the office of
the: Superintending Engineer, P.W.(Tribal) Circle, Nashik as per Tender Schedule as per
Tender Schedule. Pre-tender conference is open to all prospective tenderer who have
downloaded tender form before the date of Pre-tender Conference. Wherein prospective
Tenderer will have an opportunity to obtain clarifications regarding the work and the Tender
Conditions in Pre-Tender Conference.
3.2.2 The prospective tenderer are free to ask for any additional information or clarification
either in writing or orally concerning the work, and the reply to the same shall be
uploaded on the portal http://mahatenders.gov.in and this clarification referred to as
Common Set of Conditions/Deviations (C.S.D.), shall form part of tender documents
and which will also be common and applicable to all tenderer. The point/points
if any raised in writing and/or verbally/ online by the contractor in pretender
conference and not finding place in C.S.D. Issued after the pre- bid conference is/are
deemed rejected. In such case the provision in NIT shall prevail. No individual
correspondence will be made thereafter with the contractor in this regard
3.2.3 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
shall be summarily REJECTED.
3.2.4 Tenderer should have valid Class-II/ III Digital Signature Certificate (DSC) obtained from
any Certifying Authorities.
3.2.5 For any assistance on the use of Electronic Tendering System, the Users may call the below
numbers: Contact Us (NIC) The 24x7 Toll Free Telephonic Help Desk Number 1800
3070 2232
Mobile Number +91787807985/86
Mobile Number +7878007972/731.2.8

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
3.3 Guidelines to Bidders on the operations of Electronic Tendering System of Public Works
Department is available at E-Tendering portal of Tribal Development Department i.e.
https://mahatenders.gov.in The tenderer shall obtain clarification/help from assistance
mentioned in para 1.2.7 No grievances /claims will be entertained on failure of submission of
online bid.

A. Pre-requisites to participate in the Tenders processed by Public Works (Tribal)

Development Department:
1. Enrollment and Empanelment of Contractors on Electronic Tendering System:
The Contractors interested in participating in the Tenders of Public Works (Tribal)
Department processed using the Electronic Tendering System shall be required to enroll on
the Electronic Tendering System to obtain User ID.
After submission of application for enrolment on the System, the application information
shall be verified by the Authorized Representative of the Service Provider. If the
information is found to be complete, the enrolment submitted by the Vendor shall be
approved.
For participating in Limited and Restricted tenders the registered vendors have to apply for
empanelment on the sub-portal of Public Works (Tribal) Development Department in an
appropriate class of registration. The empanelment will have to be approved by the
respective officer from the Public Works (Tribal) Development Department. Only
empaneled vendors will be allowed to participate in such tenders.
The Contractors may obtain the necessary information on the process of enrolment and
empanelment either from Helpdesk Support Team or may visit the information published
under the link Enroll under the section E-Tendering Toolkit for Bidders on the Home Page
of the Electronic Tendering System.
2. Obtaining a Digital Certificate:
The Bid Data that is prepared online is required to be encrypted and the hash value of the
Bid Data is required to be signed electronically using a Digital Certificate (Class — II or
Class — Ill). This is required to maintain the security of the Bid Data and also to establish
the identity of the Contractor transacting on the System.
The Digital Certificates are issued by an approved Certifying Authority authorized by the
Controller of Certifying Authorities of Government of India through their Authorized
Representatives upon receipt of documents required to obtain a Digital Certificate.
Bid data / information for a particular Tender may be submitted only using the Digital
Certificate which is used to encrypt the data / information and sign the hash value during
the Bid Preparation and Hash Submission stage. In case during the process of preparing and
submitting a Bid for a particular Tender, the Contractor loses his/her Digital Signature

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 Certificate (i.e. due to virus attack, hardware problem, operating system problem); he / she
may not be able to submit the Bid online. Hence, the Users are advised to store his / her
Digital Certificate securely and if possible, keep a backup at safe place under adequate
security to be used in case of need.
In case of online tendering, if the Digital Certificate issued to an Authorized User of a
Partnership Firm is used for signing and submitting a bid, it will be considered equivalent
to a no objection certificate / power of attorney to that User to submit the bid on behalf of
the Partnership Firm. The Partnership Firm has to authorize a specific individual via an
authorization certificate signed by a partner of the firm (and in case the applicant is a
partner, another partner in the same form is required to authorize) to use the digital
certificate as per Indian Information Technology Act, 2000.
Unless the Digital Certificate is revoked, it will be assumed to represent adequate authority
of the Authority User to bid on behalf of the Firm for the Tenders processed on the
Electronic Tender Management System of Government of Maharashtra as per Indian
Information Technology Act, 2000. The Digital Signature of this Authorized User will be
binding on the Firm. It shall be the responsibility of Partners of the Firm to inform the
Certifying Authority or Sub Certifying Authority, if the Authorized User changes, and apply
for a fresh Digital Signature Certificate. The procedure for application of a Digital
Signature Certificate will remain the same for the new Authorized User.
The same procedure holds true for the Authorized Users in a Private / Public Limited
Company. In this case, the Authorization Certificate will have to be signed by the Director
of the Company or the Reporting Authority of the Applicant.
For information on the process of application for obtaining Digital Certificate, the may visit the
section Digital Certificate on the Home Page of the Electronic Tendering System.
3. Recommended Hardware and Internet Connectivity:
To operate on the Electronic Tendering System, the Contractors are recommended to use
Computer System with at least 1 GB of RAM and broadband connectivity with minimum
512 kbps bandwidth.
4. Set up of Computer System for executing the operations on the Electronic Tendering
System:
To operate on the Electronic Tendering System of Government of Maharashtra, the
Computer System of the Contractors is required be set up. The Contractors are required to
install Utilities available under the section Mandatory Installation Components on the Home
Page of the System.
The Utilities are available for download freely from the above mentioned section. The
Contractors are requested to refer to the E-Tendering Toolkit for Bidders available online
on the Home Page to understand the process of setting up the System, or alternatively,

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 contact the Helpdesk Support Team on information / guidance on the process of setting up
the System.
5. Steps to be followed by Contractors to participate in the e-Tenders processed by Tribal
Development Department
2. Preparation of online Briefcase:
All Contractors enrolled on the Electronic Tendering System of Government of
Maharashtra are provided with dedicated briefcase facility to store documents / files in
digital format. The Contractors can use the online briefcase to store their scanned
copies of frequently used documents / files to be submitted as a part of their bid
response. The Contractors are advised to store the relevant documents in the briefcase
before starting the Bid Preparation and Hash Submission stage.
In case, the Contractors have multiple documents under the same type (e.g. multiple
Work Completion Certificates) as mentioned above, the Contractors advised to either
create a single pdf file of all the documents of same type or compress the documents
in a single compressed file in .zip or .rar formats and upload the same.
It is mandatory to upload the documents using the briefcase facility. Therefore, the
Contractors are advised to keep the documents ready in the briefcase to ensure timely bid
preparation.
Note: Uploading of documents in the briefcase does not mean that the documents are
available to Tribal Development Department at the time of Tender Opening stage unless
the documents are specifically attached to the bid during the online Bid Preparation
and Hash Submission stage as well as during Decryption and Re- encryption stage.
3. Online viewing of Detailed Notice Inviting Tenders:
The Contractors can view the Detailed Tender Notice along with the Time Schedule
(Key Dates) for all the Live Tenders released by Tribal Development Department on
the home page of Tribal Development Department e-Tendering Portal on
HYPERLINK https://mahatenders.gov.in tribal development department under
the section Recent Online Tender.
4. Download of Tender Documents:
The Pre-qualification / Main Bidding Documents are available for free downloading.
However to participate in the online tender, the bidder must purchase the bidding
documents via online mode by filling the cost of Tender Form Fee.
6. EMD /Online Bid Preparation and Submission of Bid Hash (Seal) of Bids:
Bid preparation will start with the stage of online details of EMD Payment which bidder
has to fill online using any gateway on the e-tender system. For EMD payment, if bidder
uses NEFT or RTGS then system will generate a challans (in two copies). With unique
challans No specific to the tender. Bidder will use this challans in his bank to make

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 NEFT/RTGS Payment via net banking facility provided by bidder’s bank. Bidder will
have to validate the EMD payment as a last stage of bid preparation. If the payment is not
realized with bank, in that case system will not be able to validate the payment and will not
allow the bidder to complete his Bid Preparation stage resulting in nonparticipation in the
aforesaid e- Tender.
Note:- * Realization of NEFT/RTGS payment normally takes 2 to 24 hours, so it is
advised to make sure that NEFT/RTGS payment activity should be completed well
before time.
* NEFT/RTGS option will be depend on the amount of EMD.
* Help File regarding use of e-Payment Gateway can be downloaded from e-
Tendering portal.
Submission of Bids will be preceded by online bid preparation and submission of the
digitally signed Bid Hashes (Seals) within the Tender Time Schedule (Key Dates)
published in the Detailed Notice Inviting Tender. The Bid Data is to be prepared in the
templates provided by the Tendering Authority of Tribal Development Department. The
templates may be form based, extensible tables and / or unloadable documents. In the
form based type of templates and extensible table type of templates, the Contractors are
required to enter the data and encrypt the data using the Digital Certificate.
In the unloadable document type of templates, the Contractors are required to select the
relevant document / compressed file (containing multiple documents) already uploaded in
the briefcase.
Notes:-
a. The Contractors upload a single document or a compressed file containing multiple
documents against each unloadable option.
b. The Hashes are the thumbprint of electronic data and are based on one - way
algorithm. The Hashes establish the unique identity of Bid Data.
c. The bid hash values are digitally signed using valid Class - II or Class - III Digital
Certificate issued any Certifying Authority. The Contractors are required to obtain
Digital Certificate in advance.
d. After the hash value of bid data is generated, the Contractors cannot make any
change / addition in its bid data. The bidder may modify bids before the deadline
for Bid Preparation and Hash Submission as per Time Schedule mentioned in the
Tender documents
e. This stage will be applicable during both, Pre-bid / Pre-qualification and Financial
Bidding Processes.
7. Close for Bidding (Generation of Super Hash Values):
After the expiry of the cut - off time of Bid Preparation and Hash Submission stage to be

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 completed by the Contractors has lapsed, the Tender will be closed by the Tender Authority.
The Tender Authority from TDD shall generate and digitally sign the Super Hash values
(Seals).
8. Decryption and Re-encryption of Bids (submitting the Bids online):
After the time for generation of Super Hash values by the Tender Authority from TDD has
lapsed, the Contractors have to make the online payment of Rs. 1,064/- towards the fees of
the Service Provider.
After making online payment towards Fees of Service Provider, the Contractors are
required to decrypt their bid data using their Digital Certificate and immediately encrypt
their bid data using the Public Key of the Tendering Authority. The Public Key of the
Tendering Authority is attached to the Tender during the Close for bidding stage.
Note:- The details of the Processing Fees shall be verified and matched during the
Technical Opening stage.
At this time, the Contractors are also required to upload the files for which they generated
the Hash values during the Bid Preparation and Hash Submission stage.
The Bid Data and Documents of only those Contractors who have submitted their Bid
Hashes (Seals) within the stipulated time (as per the Tender Time Schedule), will be
available for decryption and re-encryption and to upload the relevant documents from
Briefcase. A Contractor who has not submitted his Bid Preparation and Hash Submission
stage within the stipulated time will not be allowed to decrypt / encrypt the Bid data /
submit documents during the stage of Decryption and Encryption of Bids (submitting the
Bids online).
9. Short listing of Contractors for Financial Bidding Process:
The Tendering Authority will first open the Technical Bid documents of all Contractors
and after scrutinizing these documents will shortlist the Contractors who are eligible for
Financial Bidding Process. The shortlisted Contractors will be intimated by email.
10. Opening of the Financial Bids:
The Contractors may remain present in the Office of the Tender Opening Authority at the
time of opening of Financial Bids. However, the results of the Financial Bids of all
Contractors shall be available on the TDD e-Tendering Portal immediately after the
completion of opening process.
11. Tender Schedule (Key Dates):
The Contractors are strictly advised to follow the Dates and Times allocated to each stage
under the column "Contractor Stage" as indicated in the Time Schedule in the Detailed
Tender Notice for the Tender. All the online activities are time tracked and the Electronic
Tendering System in forces time-locks that ensure that no activity or transaction can take

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 place outside the Start and End Dates and Time of the stage as defined in the Tender
Schedule. At the sole discretion of the Tender Authority, the time schedule of the Tender
stages may be extended.
1.3.7 The successful bidder will have to signed the hard copy of downloaded tender document
and drawings at the time of agreement on each page by the contractor or his authorized
signatory, power of attorney holder in case of Firm.
1.3.8 The Terms and Conditions contained herein shall apply to any person (“User”) using the
services of TDD Maharashtra, hereinafter referred to as “Merchant”, for making Tender fee
and Earnest Money Deposit (EMD) payments through an online Payment Gateway
Service (“Service”) offered by ICICI Bank Ltd. in association with E Tendering Service
provider and Payment Gateway Service provider through TDD Maharashtra website i.e.
https://mahatenders.gov.in Each User is therefore deemed to have read and accepted these
Terms and Conditions.
Privacy Policy
The Merchant respects and protects the privacy of the individuals that access the
information and use the services provided through them. Individually identifiable
information about the User is not willfully disclosed to any third party without first
receiving the User's permission, as covered in this Privacy Policy.
This Privacy Policy describes Merchant’s treatment of personally identifiable information
that Merchant collects when the User is on the Merchant’s website. The Merchant does not
collect any unique information about the User (such as User's name, email address, age,
gender etc.) except when you specifically and knowingly provide such information on the
Website. Like any business interested in offering the highest quality of service to clients,
Merchant may, from time to time, send email to the User and other communication to tell
the User about the various services, features, functionality and content offered by Merchant's
website or seek voluntary information from the User. Please be aware, however, that
Merchant will release specific personal information about the User if required to do so in
the following circumstances:
5. in order to comply with any valid legal process such as a search warrant, statute, or
court order, or available at time of opening the tender
6. if any of User’s actions on our website violate the Terms of Service or any of our
guidelines for specific services, or
7. to protect or defend Merchant’s legal rights or property, the Merchant’s site, or the
Users of the site or;
8. To investigate, prevent, or take action regarding illegal activities, suspected fraud,
situations involving potential threats to the security, integrity of Merchant’s
website/offerings.

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9. General Terms and Conditions for E-Payment
10. Once a User has accepted these Terms and Conditions, he/ she may register on Merchant’s
web site and avail the Services. Merchant's rights, obligations, undertakings shall be
subject to the laws in force in India, as well as any directives/ procedures of Government
of India, and nothing contained in these Terms and Conditions shall be in derogation of
Merchant's right to comply with any law enforcement agencies request or requirements
relating to any User’s use of the website or information provided to or gathered by Merchant
with respect to such use. Each User accepts and agrees that the provision of details of his/ her
use of the Website to regulators or police or to any other third party in order to resolve disputes
or complaints which relate to the Website shall be at the absolute discretion of Merchant. If
any part of these Terms and Conditions are determined to be invalid or unenforceable
pursuant to applicable law including, but not limited to, the warranty disclaimers and liability
limitations set forth herein, then the invalid or unenforceable provision will be deemed
superseded by a valid, enforceable provision that most closely matches the intent of the
original provision and the remainder of these Terms and Conditions shall continue in
effect.
11. These Terms and Conditions constitute the entire agreement between the User and Merchant.
These Terms and Conditions supersede all prior or contemporaneous communications and
proposals, whether electronic, oral, or written, between the User and Merchant. A printed
version of these Terms and Conditions and of any notice given in electronic form shall be
admissible in judicial or administrative proceedings based upon or relating to these Terms
and Conditions to the same extent and subject to the same conditions as other business
documents and records originally generated and maintained in printed form.
(iii) The entries in the books of Merchant and/or the Payment Gateway Service Providers kept
in the ordinary course of business of Merchant and/or the Payment Gateway Service Providers
with regard to transactions covered under these Terms and Conditions and matters therein
appearing shall be binding on the User and shall be conclusive proof of the genuineness and
accuracy of the transaction.
12. Refund For Charge Back Transaction: In the event there is any claim for/ of charge back
by the User for any reason whatsoever, such User shall immediately approach Merchant
with his/ her claim details and claim refund from Merchant alone. Such refund (if any)
shall be effected only by Merchant via payment gateway or by means of a demand draft
or such other means as Merchant deems appropriate.
No claims for refund/ charge back shall be made by any User to the Payment Gateway
Service Provider(s) and in the event such claim is made it shall not be entertained.
13. In these Terms and Conditions, the term “Charge Back” shall mean, approved and settled
credit card or net banking purchase transaction(s) which are at any time refused, debited or

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 charged back to merchant account (and shall also include similar debits to Payment
Gateway Service Provider's accounts, if any) by the acquiring bank or credit card company
for any reason whatsoever, together with the bank fees, penalties and other charges
incidental thereto.
14. Refund for fraudulent/duplicate transaction(s): The User shall directly contact Merchant
for any fraudulent transaction(s) on account of misuse of Card/ Bank details by a fraudulent
individual/party and such issues shall be suitably addressed by Merchant alone in line with
their policies and rules.
15. Server Slow Down/Session Timeout: In case the Website or Payment Gateway Service
Provider’s webpage, that is linked to the Website, is experiencing any server related issues
like ‘slow down’ or ‘failure’ or ‘session timeout’, the User shall, before initiating the second
payment, check whether his/her Bank Account has been debited or not and accordingly resort
to one of the following options:
16. In case the Bank Account appears to be debited, ensure that he/ she does not make the payment
twice and immediately thereafter contact Merchant via e-mail or any other mode of contact as
provided by Merchant to confirm payment.
17. In case the Bank Account is not debited, the User may initiate a fresh transaction to make
payment.
However, the User agrees that under no circumstances the Payment Gateway Service
Provider shall be held responsible for such fraudulent/duplicate transactions and hence no
claims should be raised to Payment Gateway Service Provider No communication received
by the Payment Gateway Service Provider(s) in this regard shall be entertained by the
Payment Gateway Service Provider.
18. Limitation of Liability
19. Merchant has made this Service available to the User as a matter of convenience. Merchant
expressly disclaims any claim or liability arising out of the provision of this Service. The
User agrees and acknowledges that he/ she shall be solely responsible for his/ her conduct
and that Merchant reserves the right to terminate the rights to use of the Service immediately
without giving any prior notice thereof.
20. Merchant and/or the Payment Gateway Service Providers shall not be liable for any
inaccuracy, error or delay in, or omission of (a) any data, information or message, or (b) the
transmission or delivery of any such data, information or message; or (c) any loss or
damage arising from or occasioned by any such inaccuracy, error, delay or omission, non-
performance or interruption in any such data, information or message. Under no
circumstances shall the Merchant and/or the Payment Gateway Service Providers, its
employees, directors, and its third party agents involved in processing, delivering or
managing the Services, be liable for any direct, indirect, incidental, special or consequential

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 damages, or any damages whatsoever, including punitive or exemplary arising out of or in
any way connected with the provision of or any inadequacy or deficiency in the provision of
the Services or resulting from unauthorized access or alteration of transmissions of data or
arising from suspension or termination of the Services.
21. The Merchant and the Payment Gateway Service Provider(s) assume no liability whatsoever
for any monetary or other damage suffered by the User on account of:
22. The delay, failure, interruption, or corruption of any data or other information transmitted in
connection with use of the Payment Gateway or Services in connection thereto; and/ or
23. Any interruption or errors in the operation of the Payment Gateway.
24. The User shall indemnify and hold harmless the Payment Gateway Service Provider(s) and
Merchant and their respective officers, directors, agents, and employees, from any claim or
demand, or actions arising out of or in connection with the utilization of the Services. The
User agrees that Merchant or any of its employees will not be held liable by the User for
any loss or damages arising from your use of, or reliance upon the information contained on
the Website, or any failure to comply with these Terms and Conditions where such failure is
dueto circumstance beyond Merchant’s reasonable control.
25. Server Slow Down/Session Timeout: In case the Website or Payment Gateway Service
Provider’s webpage, that is linked to the Website, is experiencing any server related issues
like ‘slow down’ or ‘failure’ or ‘session timeout’, the User shall, before initiating the second
payment,, check whether his/her Bank Account has been debited or not and accordingly resort
to one of the following options:
26. In case the Bank Account appears to be debited, ensure that he/ she does not make the payment
twice and immediately thereafter contact Merchant via e-mail or any other mode of contact as
provided by Merchant to confirm payment.
ii. In case the Bank Account is not debited, the User may initiate a fresh transaction to make
payment.

However, the User agrees that under no circumstances the Payment Gateway Service
Provider shall be held responsible for such fraudulent/duplicate transactions and hence no
claims should be raised to Payment Gateway Service Provider No communication received
by the Payment Gateway Service Provider(s) in this regard shall be entertained by the
Payment Gateway Service Provider.
27. Miscellaneous Conditions:-
Any waiver of any rights available to Merchant under these Terms and Conditions shall not mean
that those rights are automatically waived.
28. The User agrees, understands and confirms that his/ her personal data including without
limitation details relating to debit card/ credit card transmitted over the Internet may be

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 susceptible to misuse, hacking, theft and/ or fraud and that Merchant or the Payment
Gateway Service Provider(s) have no control over such matters.
29. Although all reasonable care has been taken towards guarding against unauthorized use of
any information transmitted by the User, Merchant does not represent or guarantee that the
use of the Services provided by/ through it will not result in theft and/or unauthorized use of
data over the Internet.

3. The Merchant, the Payment Gateway Service Provider(s) and its affiliates and
associates shall not be liable, at any time, for any failure of performance, error,
omission, interruption, deletion, defect, delay in operation or transmission, computer
virus, communications line failure, theft or destruction or unauthorized access to,
alteration of, or use of information contained on the Website.
4. The User may be required to create his/ her own User ID and Password in order to register
and/ or use the Services provided by Merchant on the Website. By accepting these
Terms and Conditions the User agrees that his/ her User ID and Password are very
important pieces of information and it shall be the User’s own responsibility to keep
them secure and confidential. In furtherance hereof, the User agrees to:
(a) Choose a new password, whenever required for security reasons.
(b) Keep his/ her User ID & Password strictly confidential.
(c) Be responsible for any transactions made by User under such User ID andPassword.
The User is hereby informed that Merchant will never ask the User for the User’s
password in an unsolicited phone call or in an unsolicited email. The User is hereby
required to sign out of his/ her Merchant account on the Website and close the web browser
window when the transaction(s) have been completed. This is to ensure that others
cannot access the User’s personal information and correspondence when the User
happens to share a computer with someone else or is using a computer in a public place
like a library or Internet café.
5. Debit Card / Credit Card OR Bank Account Details
30. The User agrees that the debit/credit card details provided by him/ her for use of the aforesaid
Service (s) must be correct and accurate and that the User shall not use a debit/ credit card, that
is not lawfully owned by him/ her or the use of which is not authorized by the lawful owner
thereof. The User further agrees and undertakes to provide correct and valid debit/credit card
details.
31. The User may make his/ her payment (Tender Fee/Earnest Money deposit) to Merchant by
using a debit/credit card or through online banking account. The User warrants, agrees and
confirms that when he/ she initiates a payment transaction and/or issues an online payment
instruction and provides his/ her card / bank details.

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32. The User is fully and lawfully entitled to use such credit / debit card, bank account for such
transactions;
33. The User is responsible to ensure that the card/ bank account details provided by him/ her are
accurate;
The User is authorizing debit of the nominated card/ bank account for the payment of Tender
34. Fee and Earnest Money Deposit
35. The User is responsible to ensure sufficient credit is available on the nominated card/ bank
account at the time of making the payment to permit the payment of the dues payable or the
bill(s) selected by the User inclusive of the applicable Fee.
Personal Information
36. The User agrees that, to the extent required or permitted by law, Merchant and/ or the Payment
Gateway Service Provider(s) may also collect, use and disclose personal information in
connection with security related or law enforcement investigations or in the course of
cooperating with authorities or complying with legal requirements.
37. The User agrees that any communication sent by the User vide e-mail, shall imply release of
information therein/ therewith to Merchant. The User agrees to be contacted via e-mail on
such mails initiated by him/ her.
38. In addition to the information already in the possession of Merchant and/ or the Payment
Gateway Service Provider(s), Merchant may have collected similar information from the
User in the past. By entering the Website the User consents to the terms of Merchant’s
information privacy policy and to our continued use of previously collected information. By
submitting the User’s personal information to us, the User will be treated as having given
his/her permission for the processing of the User’s personal data as set out herein.
39. The User acknowledges and agrees that his/ her information will be managed in accordance
with the laws for the time in force.
Payment Gateway Disclaimer
The Service is provided in order to facilitate payment of Tender Fees/Earnest Money Deposit
online. The Merchant or the Payment Gateway Service Provider(s) do not make any
representation of any kind, express or implied, as to the operation of the Payment Gateway
other than what is specified in the Website for this purpose. By accepting/ agreeing to these
Terms and Conditions, the User expressly agrees that his/ her use of the aforesaid online
payment service is entirely at own risk and responsibility of the User.

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3.4. ONLINE ENVELOPE NO. 1: (DOCUMENTS)
The bidder must purchase the bidding documents via online mode by filling the cost
of Tender.
The first envelope clearly marked as "Envelope No.1" shall contain the following
documents:
3.4.1. Scanned copy of forwarding letter
3.4.2. Scanned copy of Valid Contractor Registration to Tribal Development Department.
3.4.3. Earnest money of the value of Rs.1,50,000/- ( Rs. One Lakhs Fifty Thousands Only) &
Tender Fees Rs.1,180/- shall be paid via online using NEFT/RTGS or payment gateway mode
only.
3.4.4. Details of Income Tax Circle or ward of the district in which the tenderer is assessed to
Income Tax, Tenderer PAN No. and complete postal address with Pin Code and telephone
Numbers. Scanned copy of original Income Tax Return for the immediate previous Five
financial years.
3.4.5. Scanned Copy of Valid Professional Tax Registration Certificate in the form of PTR and
PTE Under Section (1) Section (5) of Maharashtra State Tax of Profession, Trade, Callings,
Employment Act.1975 Rule 3(2) with Lates Clearance Certificate To for employees
including Technical personal from the Professional Tax office of the Concerned District of
Maharashtra
3.4.6. Details of work of similar type carried out by the contractor. During Last Seven Years (In
Form No. IV) Work should be executed in any one year during last Seven years.
3.4.7. Scanned from original copy of valid GST registration certificate from Goods and
Service Tax Act.
3.4.8. Key Personnel - It is expected to deploy following Key Personnel on the contract work when
the work is in progress. The frequency of attendance shall be as below (In Proforma IV)
Suggested list is given in Annexure I of Section I
The contractor shall submit the list of key personnel with their name and qualifications/
experience after work order is issued and before the starting of work. Once the list if
approved by Engineer in charge it should not be changed without his prior approval

Technical Qualification/ No. of technical

Sr. No
Personnel Experience Staff/persons
1 Project Manager B.E.civil;M 05 years OR 1
D.C.E Civil 10 Years
2 Quantity Surveyor/ B.E.civil;M 03 years OR 1
Quality Engineer D.C.E Civil 05 Years
3 Site Supervisor B.E.civil;M 03 years OR 1
D.C.E Civil 05 Years
3.4.9. Scanned copy of original Registered Partnership Deed, Memorandum of Articles of
Association, if the tenderer is a Partnership Firm/Joint Venture and Power of Attorney and
Firm Registration Certificate if any.
3.4.10. Scanned copy of Affidavit in respect of genuineness of document contained in the envelop

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 No.1 in the prescribed proforma provided with tender set on Rs. 500/- Stamp paper for work.
3.4.11. Audit Balance sheet of last Seven Years Certified by Chartered Accountant.
3.4.12. Declaration of the Contractor (Should be submitted on Rs. 500/- Stamp Paper)
3.4.13. It is Mandatory for Bidders to obtain site visit report from concerned Sub Divisional Officer of
P.W. (Tribal) Sub Division Office before submission of Bid. Refer Sample Form VIII.
Concerned Asst. Engineer Gr-I Mrs.Riya Waghchaure
Contact No.9619900629
Before Submission of bid & upload the certificate along with tender/ bid documents.
3.5. QUALIFICATION CRITERIA
3.5.1. Qualification will be based on Bidder’s meeting all the following minimum pass/fall criteria
regarding the Bidder’s general and particular experience, personnel and equipment
capabilities, and financial position, as demonstrated by the Bidder’s responses in the forms
attached to the Bid. Subcontractor's experience and resources shall not be taken into account
in determining the applicant's compliance with the qualifying criteria.
To qualify for more than one contract, the applicant must demonstrate having experience and
resources sufficient to meet the aggregate of the qualification criteria for each contract given
in paragraphs 4.5.3, 4.5.4, 4.5.5, 4.5.6 to 4.5.9 below.
3.5.2. Base Year and Escalation – 2022-23
Following enhancement factors will be used for the costs of works executed and the
financial figures to a common base value for works completed in India.

FY Multiplying factor
2022-23 1.0
2021-22 1.10
2020-21 1.21
2019-20 1.33
2018-19 1.46
2017-18 1.61

Applicant should indicate actual figures of costs and amount for the works executed by them
without accounting for the above-mentioned factors.
3.5.3. GENERAL EXPERIENCE
A. The Applicant shall meet the following minimum qualifying criteria:
1. Maximum of the annual financial turnover in, last 5 (Five) years (in all Classes of civil
engineering construction work only) worked out for base year shall not be less than
Rs.*283.85 lakhs., In support of this, scanned copy certificate by the Chartered
Accountant showing sources of receipt should be produced.

*The amount shall be 75 % of the value of work per year = Total value of work x 75%
Period of completion in year

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 2. Minimum Cost of Similar types of works completed during last Five Years should be
a. Similar Type of 3 Contracts Costing at Least Rs.74.66 Lakhs each
( 40 % of cost put to tender)
OR
b. Similar Type of 2 Contract costing at Least Rs.93.32 Lakhs each
( 50 % of cost put to tender)
OR
c. Similar Type of 1 Contract costing at Least Rs.149.32 Lakh
( 80 % of cost put to tender)

B. The works may have been executed by the Applicant as prime contractor or as a member of
joint venture or sub contractor. As per G.R. T.D.D. No. CAT/2017 / Pra.Kr. 08 / Mantralaya,
Mumbai Dt. 27.09.2018 Para No. 2:9: E As a sub contractor, he should have acquired the
experience of execution of all major items of works under the proposed contract.
3. Minimum Quantity of items executed in any one year during last Five years.
No. Item of Work Minimum Unit
Quantity
Required = 30 %
1 Reinforced Cement Concrete M-20 & above 0.00 Cubic Meter

2 HYSD/TMT Steel 8.96 Metric Tonne

3 Flooring (Kota/ Ceramic/ Granite/ Marble/ Anti- 295.96 Square Meter

Skid Ceramic etc.)

4 Plastering – 12/ 20 mm / sand faced plaster 925.52 Square meter

5 Brick work/ ACC Block 75.04 Cubic Meter

3.5.4. Personnel Capabilities

The Applicant must have suitably qualified personnel to fill the following positions. The
applicant will supply information on a prime candidate and an alternate for each position,
both of whom should meet the experience requirements specified below:
Minimum key personnel for the project (Information to be given in statement 1.6)
3.5.5. Equipment Capabilities
The Applicant should own or should have assured ownership of the following key items
of equipment, in full working order, and must demonstrate that, based on known
commitments; they will be available for use in the proposed contract.

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
 List of Plant & Equipment to be deployed on Contract Work

Sr. Equipment type and characteristics Minimum Capacity Owned/

No Number Hired
required.
1 Reversible type tilting Concrete Mixer with weigh 1 No. - Owned
batching facility/Mini Batching Plant with inbuilt
weighing & watering system/ batch Mix Plant with
SCADA
2 Sand Screening cum Washing unit electronic or 1 No. 4/6 Owned/
diesel operated Cum/hr. Hired
3 Truck/ Tipper/ Tractor 1 No. - Owned
4 Water Tanker 2 No. Owned/
Hired
5 100 KVA Generator Set 1 No. - Owned
6 Hydraulic Excavator 1 No. - Owned
7 Concrete Needle Vibrator 1 No. - Owned
8 Centering with anchors & Propes plywood 300 Sq.m - Owned
Plan Area
9 Mechanical Hoist 1 No. Owned

(Information to be given in statement 1.5)

3.5.6. Bid Capacity
Applicants who meet the minimum qualification criteria will be qualified only if their
available bid capacity at the expected time of bidding is more than the total estimated cost
of the works. The available bid capacity will be calculated as under:
Assessed Available Bid Capacity = (A x N x 2 – B ), where
A = Maximum value of works executed in any one year during the last Five Years

(2018-19, 2019-20, 2020-21, 2021-22, 2022-23) (updated to the current price level)
rate of inflation may be taken as 10 per cent per year which will take into account the
completed as well as works in progress;

B = Value at current price level of the existing commitments and ongoing works to be
Completed.
N = Number of years prescribed for completion of the works for which the bids are

Invited,

3.5.7. Disqualification
Even though the Applicants meet the above criteria, they are subject to be disqualified if

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
 they have:-
 made misleading or false representation in the forms, statements submitted; and/or
attachments submitted in proof of the qualification requirements; and / or

 Records of poor performance such as abandoning the work, record of poor performance
such as abandoning the works, not properly completing the contract, inordinate delays in
completion, litigation history, or financial failures etc.; and/or

 Participated in the previous bidding for the same work and had quoted unreasonably
high or low bid prices and could not furnish rational justification for it to the Employer.

3.5. ONLINE ENVELOPE NO. 2: Financial Bid:

1. The second online envelope "Envelope No.2" shall contain only the main tender
including the Common Set of Conditions / Deviation issued by the Department after
the pre-tender Conference. A tender submitted without this would be considered as invalid.
2. The Tenderer should quote his offer duly signed in terms of percentage of estimated
rates at the appropriate place of tender documents to be submitted only in Envelope No.2 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 and also based
on the detailed set of conditions issued / Additional stipulations made by the Department
as informed to him by a letter from Chief Engineer / Superintending Engineer after Pre-
Tender Conference. His tender shall be unconditional.
3.6. SUBMISSION OF TENDER:
Refer to Section 'Guidelines to Bidders on the operations of Electronic Tendering System
of National Informatics Centre Services Inc. for details.
3.7. 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 Envelope No. 1 of the tender 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 Envelope No.2 (Financial Bid) will not be
considered for further action, but the same will be recorded.
The Decision of the tender Opening Authority in this regard will be final and binding on the
contractor.
B. ENVELOPE NO.2: Financial Bid
This envelope shall be opened online immediately after opening of Envelope No.1 only

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
 if contents of Envelope No.1 are found to be acceptable to the Department and/or fulfill the
Qualifying Criteria. The tendered rates percentage above or below the estimated rates quoted
shall sealed and intimated to contractor through e-mail.
4. EARNEST MONEY
i) Earnest money shall be paid via online using NEFT/RTGS or 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 Challans under Beneficiary Account Number.
ii) The amount will be refunded to the unsuccessful tenderer on deciding about the
acceptance or otherwise of the tender. In case of successful tenderer, it will be refunded on
his paying initial Security Deposit and completing the tender documents in form B-1.
5. SECURITY DEPOSIT.
The successful tenderer shall have to pay 50 % initial security deposit in term of D.D. Or
Fixed Deposit Receipt or Bank Guarantee payable at THANE pledged in favor of Executive
Engineer, PW (Tribal) Division, Thane or Bank Guarantees from a Nationalized /Scheduled
Banks payable at THANE in the enclosed form and complete the contract documents failing
which his earnest money will be forfeited to Government. The balance 50% security deposit
will be recovered from the R.A. bill at 2% of the bill amount. Amount of total Security
Deposit to be paid shall be 1% of the cost of accepted tender or estimated cost put to tender
whichever is higher.
Initial Security Deposit may be in Bank Guarantee Form in format of tender document for
full period of completion of work and it should be extendable up to expiry of valid extension
if any as directed by Engineer-in charge.
All compensation or other sums payable by the Contractor under the terms of this
contract or any other contract or on any account may be deducted from his Security Deposit or
from any sums which may be due to him or may become due to him by Government on any
account and in the event of the security being reduced by reason of any such above noted
deductions, the Contractor shall within 10 days of receipt of notice of demand from the
Engineer-in-charge make good the deficit.
There shall be no liability on the Department to pay any interest on the Security
Deposited by or recovered from the Contractor.
The Security Deposit shall be refunded after completion of defect liability period
prescribed for this contract in accordance with the provisions in Clause1 and 20 of the
contract.
6. Additional Performance Security for below offers - (As Per GR. Dated 27.09.2018 and
26.11.2018).
In case lowest successful bidder’s offer found more than 10 % below the estimated cost put to

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
 tender, in that case, the tenderer shall have to pay Additional Performance Security deposit drawn in
favor of the Executive Engineer, P.W. (Tribal) Division, Thane (in form of DD/FDR/B.G.) with
in 8 (eight) days only [time limit of 8 days will not be relaxed] from the date of opening of
Financial bid i.e 2nd envelope as specified below;
i. If Tenderer’s offer is 1 to 10% below the estimated cost put to tender, then the
Additional Performance Security deposit shall be 1% of the estimated cost put to tender.
ii. If Tenderer’s offer is 10 to 15 percent below the estimated cost put to tender, Tenderer shall
submit 1% plus the percentage by which tender offer is more than 10% below of amount put to
tender. (e.g. if tenderer offered 14 % below he have to submit (14 % - 10%) + 1 % i.e. total 5% of
estimated cost put to tender) or minimum Rs. 1000/- whichever is higher.
iii. If Tenderer’s offer is more than 15 percent below the estimated cost put to tender,
Tenderer shall have to submit Additional Performance Security Deposit as specified below

A. For offer 1 to 10% below the estimated cost put to tender 1%

B. For offer 10 to 15% below the estimated cost put to tender (15% - 10% = 5%) 5%
C. More than 15% below tenderer have to submit (e.g. if tenderer offered 19% 8%
below tenderer have to submit (19 - 15% = 4% X 2 = 8%)
Total ( A + B + C) 14%

iv. If the amount of Performance Security Deposit as required above (under A + B + C) is not
submitted by the bidder then his offer will be treated as ''Non Responsive" and will not be
considered.
v. The D.D./F.D.R/B.G. should bear the MICR and IFSC Code Number of the issuing bank.
vi. The Hard Copy of D.D./F.D.R/B.G. Shall be submitted in the office of the Executive
Engineer, P.W. (Tribal) Division, Thane within 8 (Eight) Days from the date of
opening of Envelope No. 1 and 2.
vii. If it is found that the D.D./F.D.R./B.G. as above submitted by the bidder is False / Forged
then the Earnest Money submitted by such bidder shall be Forfeited and his registration as
a contractor of Tribal Development Department will be suspended & he willbe entered in
the Black List.
viii. The Additional Performance Security shall be returned immediately upon satisfactory
completion of work, the certificate of which shall be issued by the Executive Engineer,
P.W. (Tribal) Division, Thane before releasing the additional security.
ix. The above referred Government Resolution is the part of this tender.

7. DOWNLOADING OF TENDER DOCUMENT

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

8. The tenders who 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.

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
9. a) The Tenderer’s 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, labor conditions
and in general with all the necessary information and data pertaining to the work, prior to
tendering for the work.
b) The data whatsoever supplied by the Department along with the tender documents are meant
to serve only as guide for the tenderer’s while tendering and the Department accepts no
responsibility whatsoever either for the accuracy of data or for their comprehensiveness.

10. 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 source 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 source 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.

11. POWER OF ATTORNEY:

If the tenderer’s are a firm or company, they should in their forwarding letter mentioning
the name of all the partners together with name of person who holds the power of attorney
authorizing him to conduct all transactions on behalf of the body, along with the tender.
12. The contractor or the firms tendering for the work shall inform the Department if they appoint
their authorized agent on the work.
13. No foreign exchange will be released by the Department for the purchase of plants and
machinery for the work by the Contractor.
14. Any dues arising out of contract will be recovered from the contractor as arrears of land revenue
if not paid amicable; moreover, recovery of Government dues from the contractors will be
affected from the payment due to the contractor from any other Government works under
execution with them.
15. All pages of tender documents, specifications corrections slip etc. Shall be initialed by the
tenderers. The tenderers should bear full signature of the tenderers or his authorized power of
attorney holder in the case of firm.
16. The Income Tax at 2.00 % 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.
17. The successful tenderers will be required to produce, to the satisfaction of the specified
concerned authority a valid concurrent license issued in his favor under the provisions of the
Contract Labor (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.
18. The tenderers shall submit the list of apprentices engaged by the Contractor under Apprentice
Act.

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
19. VALIDITY PERIOD

The offer shall remain open for acceptance for minimum period of 90 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.

20. After completion of the e-tendering process, the successful bidder will have to submit the
hard copy of downloaded tender document and drawings duly signed on each page by the
contractor or his authorized signatory. The tender should bear full signature of the tenderers, or
his authorized power of attorney holder in case of Firm.

21. ROYALTY CHARGES

As per instructions issued vide Revenue and Forest Department No. Gaukhani-
10/0220/C.R.39/kh.-2 dated. 04/06/2021 while framing the estimates, royalty charges for the
items of supply of materials like rubble, metal, crushed metal, soft murum / hard murum, sand
and soil shall be considered in the rate analysis of respective items @ 237.37 per Cubic Meter
(Rs. 671.71 Per brass) or actual and shall be recovered. The contractor has to pay these charges
directly to Revenue Department and original Challans, permission documents shall be
produced to concerned Executive Engineer, If contractor fails to produce these original
documents the royalty charges shall be recovered from contractor's bill.

22. Joint Venture is not allowed.

22.1 Contractor is liable and fully responsible for action under Indian Penal Code for
submission of any false/ fraudulent paper / information submitted in Envelope No. 1.
22.2 Contractor is liable and fully responsible for action under Indian Penal Code during contract
period he sublet the whole or part of work to any other contractor/ Agency under any sort of
mutual consent, without Notice to department.
22.3 Contractor is liable and fully responsible for action under Indian Penal Code if during
contract period and defect liability period, any false information, false bill of purchases
supporting proof of purchase, proof of testing submitted by his staff, subletting
company. Contractor is liable for action under Indian Penal Code.
22.4 Contractor is liable and fully responsible for action under Indian Penal Code if any paper
found false/ fraudulent during contract period and even after the completion of contract
(finalization of Final bill)

23. महारा शासन महसु ल व वन वभाग शासन प रप क द.18.03.2021 अ वये ा त झाले या आदेशा वये मु ांक
अ ध नयम या च लत तरतु द नु सार या कायकं ाटाबाबत मु ांक शु क आकारणी करावयाची अस याने आपण या
कायवाह संबध
ं ीत आव यक असलेले मु ांक शु क सह. िज हा नबंधक (वग-1) तथा/ कं वा मु ांक िज हा धकार
यांचेकडे पर पर भ न या यथ ा त होणार मु ांक शु क भरणा पावती / पोहोच काम सु कर यापु व या
कायालयाकडे ता काळ जमा करावी.

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
 FORM- I

STATEMENT OF LIST OF WORKS IN HAND AND WORKS TENDERED FOR AS ON

LAST DATE OF SUBMISSION OF THIS TENDER

NAME OF CONTRACTOR :- (I) WORKS IN HAND

Sr. Name Agreement Tendered Date of Stipulated Value Value of Probable Remarks
No of No. Amount Commencement date of of work Balance date of
work Completion already work to completion
done be
executed
during
next
……...
months

1 2 3 4 5 6 7 8 9 10

SAMPLE FORM

(II) WORKS TENDERED FOR

Sr. Name of Name & Tendered Time Probable date when Other relevant
No work Address of Amount limit decision is expected details, if any,
Client

1 2 3 4 5 6 7

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 Scanned and enclosed in Envelope No.1 duly singed. The
documentary proof of work in handed shall also be Scanned and submitted with this statement duly
attested by Gazette officer. Work done certificate shall be signed by the Authority not below the rank of
Executive Engineer.

Signature of Contractor

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
 FORM-II

LISTS OF WORKS CARRIED OUT IN INTERIOR BACKWARD AREAS DURING THE

PRESIDING 5 YEARS

SR NO. NAME OF WORK COST OF WORK DATE OF DATE OF REMARKS

STARTING COMPLETION

1 2 3 4 5 6
SAMPLE FORM

Note :- Atleast 50% of Amount of Tender work was mandatory to be done in Tribal Area during
last 7 (Seven ) Years..

\
Signature of Contractor

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
 FORM-III

STATEMENT SHOWING THE DETAILS OF OWNED PLANTS AND MACHINERY

IMMEDIATELY AVAILABLE WITH TENDERER FOR THIS WORK.

NAME OF CONTRACTOR:-

Sr. Name of No of Kind of Capacity Age and Present Remark

No Equipment unit Make condition Location

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 Scanned and enclosed in Envelope No.1 duly
signed.
2) The documentary proof of Own machinery shall be Scanned and submitted with this
statement duly attested by Gazetted officer

FORM NO. III (A)

Statement showing the details of Hired machineries to be used for this work.

Name of Contractor:-
Sr. Name of Equipment No of Kind & Capacity Age and Present Remark
No unit Make condition Location

Sample form

Note :-
1. The Documentary proof i.e. Agreement of Hire on original stamp paper of Rs.100/-. Between
Contractor & Owner of Machinery is Compulsory and shall be scanned and submitted with
this statement in the standard form. i.e. Form-
2. Documentary proof of owner of machinery is compulsory and shall be scanned & Submitted
with this statement.

Signature of Contractor

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
 FORM-IV

STATEMENT OF SHOWING THE DETAILS OF WORKS OF SIMILAR

TYPE&MAGNITUDE CARRIED OUT BY THE CONTRACTOR DURING LAST F I V E
YEARS (2018-19, 2019-20, 2020-21, 2021-22, 2022-23)

NAME OF CONTRACTOR:-

Sr. Name Name & address of the Place & Agreement Date of Tendered Total Actual date Remarks
No of work organization for whom Country No. and Date commen Cont. Cost. Of of comple (Principal
the work was done. cement Work tion features in
Done brief)

1 2 3 4 5 6 7 8 9 10

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 Scanned and enclosed in Envelope No.1 duly signed. The Documentary
proof of Similar type and magnitude attested by Gazetted Officer shall be Scanned and submitted with
this statement. Work Done Certificate shall be signed by the Authority not below the rank of
Executive Engineer.

Signature of Contractor

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
 FORM-V

STATEMENT SHOWING DETAILS OF TECHNICAL PERSONNEL AVAILABLEWITH

CONTRACTOR WHICH CAN BE SPARED EXCLUSIVELY FOR THIS WORK

NAME OF CONTRACTOR :-

Sr. Name of Designation Qualification Whether working in Professional Remark

No Person field or in office Experience
1 2 3 4 5 6 7

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 Scanned and enclosed in Envelope No.1 duly signed. The
Documentary proof of Qualification of technical person shall be Scanned and attached with this
statement. Similarly consent letters of technical personal shall be scanned and attached with this
statement.

Signature of Contractor

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
 FORM-VI

STATEMENT OF SHOWING THE WORK DONE IN ALL CLASSES OF CIVIL

ENGINEERING CONSTRUCTION WORKS DURING LAST SEVEN YEARS

NAME OF CONTRACTOR:-

Sr. Name Amount Agreement

put Date of Amount of work done during each of last Five Total Remarks
No of to tender/ No Commencementt years. amount of
work tendered of work work still
cost. remainingto
be executed
in next 180
Days
2018- 2019- 2020 2021- 2022-
19 20 -21 22 23
1 2 3 4 5 6 7 8 9 10 11 12

SAMPLE FORM

Certificate issuing authority Outward No. and date of

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 Scanned and Enclosed in Envelope No.1 duly
signed. The Documentary proof of work done certificate attested by Gazetted Officer
shall be Scanned and attached with this statement. Work done certificate shall be signed
by the Authority not below the rank of Executive Engineer.

Signature of Contractor

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
 Proforma (VII)

DECLARATION OF THE CONTRACTOR

(On Rs. 500/- Stamp Paper)

Name of work : - Construction of Multipurpose Center under Prime Minister Janman

Central Scheme at Dokshet Dharanachiwadi, Dokshet- Jambhulwadi,
Parali- Adihvasiwadi, Kalamb- Adhivasiwadi, Tal.Sudhagad Dist.
Raigad

I/We hereby declare that I/We have made myself/ourselves thoroughly conversant with
the sub-soil conditions, the local conditions regarding all materials (suchmas stone,
murum, sand, etc.) and labour on which I/We have based my/our rates for this work.

The specifications, conditions, bore results 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,
Public Works (Tribal) Division, Thane or his duly authorized assistant, before starting the work
and to abide by his decision.

I/We hereby further declare that my/our tender is unconditional in every manner of
whatsoever in nature.

I/We hereby undertake to pay the laborer’s engaged on the work as per minimum wages
Act, 1948 applicable to the zone concerned.

TO BE FILLED BY THE CONTRACTOR

I/We have quoted my/our offer in percentages rate in words as well as in figures. I/We
further undertake to enter in to contract in regular “B-1” form in public works department.

Name and signature of contractor(s) power

of attorney holder with complete address.

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
 Proforma (VIII)

(Site Visit Report)

AUTHORITY LETTER

This is to certify that Shri……………………………………………………is

authorized representative of M/s ……………………………………………………
He has been authorized to visit the site, important locations of Projects and
ascertain the availability and sufficiency of material. He is also authorized to complete
the site visit for quotation of the tender……………………………………………….
His photo identity is enclosed with this letter.

Signature of Shri …………………………………………………………. is

certified as below :

Name and Signature

(Authorized Representative of Bidder)
Date : / /2024 Name and & Signature of Bidder
Time : with Seal

Site Visit done on Dt. ……………

(Name and Signature )

Asst. Engineer Gr-I
P.W(Tribal) Sub Division,
Shahapur

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
 AFFIDAVIT
(On Rs. 500/- Stamp Paper)

Name of work : - Construction of Multipurpose Center under Prime Minister Janman

Central Scheme at Dokshet Dharanachiwadi, Dokshet- Jambhulwadi,
Parali- Adihvasiwadi, Kalamb- Adhivasiwadi, Tal.Sudhagad Dist.
Raigad.

I………………….……………………………………………………. age Address

……………..……………… ………………. (Authorized signatory to sign the contract), hereby
submit, vide this affidavit in truth, that I am the owner of the contracting firm…………
…………………….. / Authorized signatory and I am submitting the documents in envelope
No.1 for the purpose of scrutiny of the contract. I hereby agree to the conditions mentioned below:

1. That I have submitted on line Tender for the work (Name of Work) on portal
http://mahatenders.gov.in of Government of Maharashtra.
2. That I have carefully gone through, read, thoroughly studied and understood all terms and
conditions, specification included in the tender document (Tender Form, Detail Tender
Notice, Conditions and Specifications common set of Deviations drawings etc.) I hereby
accept all these conditions. I agree to abide by the terms and condition in the tender
document and agree to execute the work as per terms and conditions, specifications laid
down in the tender document.
3. That I have furnished EMD (Earnest Money Deposit) from the Bank Account in the name
of my firm only.
4. I do hereby state on oath that the documents uploaded by in Envelope No. 1 of this tender
are true, correct and bonafide. There are no errors and omissions in the uploaded
documents.
5. I do hereby the state on oath that the value of work in hand (Value of B) is accurate on the
date of submission of this tender. If in the future it is found wrong or misleading. I am
liable for action under Indian Penal Code, if any papers are found false/ fraudulent during
contract period and even after the completion of contract.
6. I am liable for action under Indian Penal Code for submission of any false/ fraudulent paper /
information submitted in Envelope No. 1.
7. The undersigned hereby authorize(s) and request(s) any bank, person, firm or corporation
to furnish pertinent information deemed necessary and requested by the Department to
verify this statement or regarding my (our) competence and general reputation.

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
 8. The undersigned understand and agrees that further qualifying information may be
requested and agrees to furnish any such information at the request of the Department Project
implementing agency.
9. I am neither associated, nor has been associated, directly or indirectly, with the Consultant
or any other entity that has prepared the design, specification and other documents for the
project or being proposed as Project Manager for the Contract.
10. I am liable for action under Indian Penal Code if during contract period and defect liability
period, any false information, false bill of purchases supporting proof of purchase, proof of
testing submitting by my staff, subletting company or by myself. I will be liable for action
under Indian Penal Code.
11. I am liable for action under Indian Penal Code if any paper are found false/ fraudulent during
contract period and even after the completion of contract (Finalization of Final Bill)
12. I / We ………………………… hereby solemnly agree that, I/ We have willingly entered
into the contractor with Public Works Department, Government of Maharashtra for the
work of ………………………. (Name of Work) for the said work, I/ We am / are buying
the required quantity of asphalt having stipulated specifications from the refinery of IOC /
HP / BP. I / We am / are also aware of the fact that after receiving the said quantity of
asphalt from the refinery, it is mandatory upon me to deposit the original copy / copies of
challans of asphalt in the office of Executive Engineer in charge of the work or his
authorized officer. I / we also agree that if I fail to produce sufficient documentary
evidence i.e. original copy / copies of challans for the purchase of asphalt. I will be totally
held responsible for this non compliance and in such a case I will be responsible for any
actions which the department may deem fit to impose on me / us or legal proceedings as
per prevailing law. Hence this Affidavit.

Place :

Date : Signature of Contractor

(Signed by an Authorized Officer of the Firm)

[The Bond of the above Affidavit should be submitted on a Rs. 500/- Non Judicial Stamp
Paper and it shall be notarized along with the Tender fees’ D.D. / Pay Order & EMD.)

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
 GUARANTEE BOND FOR SECURITY DEPOSIT (REVISED)
(On Stamp Paper Worth Rupees 100/-)
In consideration of the Governor of Maharashtra (here in after referred as "the Government")
having agreed to exempt (herein after referred to as "The
Contractor") from depositing with the Government in cash the Sum of
rupees payable by the contractor to the Government under
the terms and conditions of the "Agreement dated the _ day of _ _ and made between
the Government of the one part and the contractor of the other part (hereinafter referred
to as "the said Agreement") for as security for the 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 Scheduled
Bank in India being in fact these presents in the like Sum of (Rupees
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 Undertake to pay
to the Government on demand and without demur and notwithstanding any dispute raised
by the Contractor(s) in any suit or proceeding filed in any Court or Tribunal relating
thereto the said Sum of _ _______________ (Rupees………………….Only) or such less
sum as may be demanded by the Government from us our liability herein under being absolute
and unequivocal and agree that
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 properly carried out by
the contractor.
b. We shall not be discharge or released from the liability under this Guarantee by reasons of
i. any change in the constitution of the Bank or the Contractor or
ii. any agreement entered into between the Government and the contractor with or

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
 without our consent :
iii. any forbearance or indulgence shown to the contractor.
iv. any variation 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 :
vii. Our liability here 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 ` _ (Rupees
Only) And
viii. We shall not revoke this guarantee during its currency except with the previous
consent in writing of Government. This Guarantee shall be up to .

In Witness Whereof the common seal of day of …..Was

present to the resolution of the Board of Directors of the company dated the day of
_herein after affixed in the presence of who in token thereof, have here to set their respective
hand in the presence of
1).
2).

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
 GUARANTY BOND FOR WATERPROFING WORK

(On Stamp Paper Worthy Rs-500/-)

Name of work : - Construction of Multipurpose Center under Prime Minister Janman

Central Scheme at Dokshet Dharanachiwadi, Dokshet- Jambhulwadi,
Parali- Adihvasiwadi, Kalamb- Adhivasiwadi, Tal.Sudhagad Dist.
Raigad.

Name of Agency :-
Agreement No. :-

The contractor hereby declares that the water proofing work carried out under
contract shall be of the best quality and workman particulars contained / mentioned in the
clause hereof and the contactor hereby guarantee that the said work would continue to
confirm 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 be discovered not to
confirm 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 the 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 be the reason of the breach of the condition herein contained. Nothing herein
contained shall prejudice any otherright of the Department on that behalf under this contract
or otherwise. 25 % amount of executed amount of water proofing (in addition to his bond)
will be recovered from running / final bill as aretention money this amount will be refunded
to contractor after completion of defect liability period of Seven years prescribed for water
proofing items.

Date :
Place :
Contractor

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
 GUARANTY BOND FOR ANTI TERMITE TREATEMENT

(On Stamp Paper Worthy Rs-100/-)

Name of work : - Construction of Multipurpose Center under Prime Minister Janman

Central Scheme at Dokshet Dharanachiwadi, Dokshet- Jambhulwadi,
Parali- Adihvasiwadi, Kalamb- Adhivasiwadi, Tal.Sudhagad Dist.
Raigad.

Name of Agency :-
Agreement No. :-

The contractor hereby declares that the Anti Termite Treatment carried out under this
contract shall be of the best quality and workmanship and shall be strictly in accordance with the
specifications and particulars contained / mentioned in the clause hereof and the contractor
hereby guarantees that said work would continue to confirm to the description and quality
aforesaid for a period of Ten years from the date of handing over the said work Department
and notwithstanding the fact that may have inspected and or approved the said work, if
during the aforesaid period of Ten years, the said work be discovered not to decision
conform to the description and quality aforesaid or have deteriorated (and the decision of
Engineer in charge in the behalf will be final and conclusive) the Department will be entitled
to reject the said work or such portion thereof as may be discovered the work will be at the
contractors risk and all provisions herein contain relation to not conform to the said
description and quality. On such rejection, the 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 on the behalf under
this contact or otherwise.

Date :
Place :
Contractor

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
 SCOPE OF WORK & SITE CONDITION

Name of work : - Construction of Multipurpose Center under Prime Minister

Janman Central Scheme at Dokshet Dharanachiwadi, Dokshet-
Jambhulwadi, Parali- Adihvasiwadi, Kalamb- Adhivasiwadi,
Tal.Sudhagad Dist. Raigad
Location The site is selected Site on at Tal.Pen
The work site is approachable by road

Detail of work Board provision proposed for execution

1 Foundation : The structure proposed in R.C.C. framed type R.C.C. Box footing (M25)
with 0.15 m thick , PCC (1:2:4) below footing columns, beams etc. , Brick
masonry 0.23 m thick in C.M. 1:6 for plinth wall
2 Structure : R.C.C. M-25 framed structure G+1 Storey
3 Roof : R.C.C. M-25 grade slab for all floors with waterproofing at terrace level
4 External wall : A.A.C. block masonary walls 23 centimeters thick and 3.60 meter floor
height
5 Internal Wall : A.A.C. block masonary walls 10 centimeters thick Bath, Toilet blocks only
6 Plastering & : Cement Plaster 12 & 20 mm For Internal
finishing Sand Faced Plaster For External
7 Flooring & : Floor – Vitrified mat finish Tile Floor
Dado Floor -WC& Bath - Vitrified mat finish
Dado - Vitrified mat finish
8 Doors, : Factory made steel door with frame of single leaf external grantek Texture
Windows & with powder coating/ factory made steel window with frame as per
Ventilator specification
9 Water : Waterproofing Treatment by using Acrylic Polymer with Fiber glass mesh
proofing
10 Water supply 10 cm P.V.C. nahani trap, Orrissa type W.C. pan, wash hand basin, S.W.
and sanitary gulley trap, inspection chamber of 60 x 45 & 90 x 45 cms, S.W. sewer lines
fitting and P.V.C. rain, water pipe, CPVC water supply line with necessary fittings
11 Coloring : Acrylic Emulsion Paint -External
Plastic Emulsion Paint – Internal
12 Miscellaneous

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
 Meeting of Contractor and PMC/ Executive Engineer shall be arranged at following stages to
decide execution of further work to be executed and study of drawings and tender provisions.
1. Foundation Stage for RCC details & finalization of plinth level
2. After completion of R.C.C. frame structure before starting of masonry work.
3. Before starting of finishing items for selection of materials.
 After Initial discussion with contractor, Mock up / Sample rooms and toilet block shall be
constructed with all water supply / sanitary fittings including doors and windows with fixtures and
fastenings. The mock up / sample room shall inspected by the Executive Engineer. Necessary
improvements shall be discussed and finalized in a joint meeting. Thereafter other rooms shall be
constructed as per finalized provisions in the sample / mock up rooms.
 Various items shall be mentioned on architectural plan of each floor and dimensions of various
items shall be mentioned. Each such floor plan shall be signed by field officers and site in charge
of the contractor. Such plans shall be submitted with R.A. bill to facilitate checking in division
office.

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
 FORM - B-1

PERCENTAGE RATE TENDER AND CONTRACT FOR WORKS

 DEPARTMENT : TRIBAL DEVELOPMENT DEPARTMENT

 DIVISION : P.W. (TRIBAL) DIVISION, THANE

GENERAL RULES AND DIRECTIONS FOR THE GUIDANCE 0F CONTRACTORS

1. All works proposed to be executed by contract shall be notified in a form of invitation to
tender Online E- Tendering System.

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 as per e-tendering schedule , 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 a refund of a quarry fees, royalties, and
ground rents will be granted. Copies of the specifications, designs and drawings estimated
rates; scheduled 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 by contractors at the office of the Executive Engineer, during office hours.

In the event of the tender being submitted by a firm, it must be signed separately by each
partner thereof, or 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.
1.1. The contractor shall pay as per e-tendering schedule the sum of Rs.1,50,000/- (Rs.
One Lakhs Fifty Thousands Only) as and by way of earnest money. Earnest money
shall be paid via online mode using NEFT/RTGS or payment gateway mode.
1.2. 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 conditions of General conditions of contract.
1.3. 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.
1.4. In the event of his 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

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
 (iii) above, be refunded to him on his passing receipt thereof.
3. Receipts for payments made on account of any work, when executed by a firm, shall also
be signed by all the partners except where the contractors are described in their tender as
firm, in which case the receipts 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 stating at what
percentage below or above the rates specified in Schedule 'B' (Memorandum
showing items of work to be carried out ) he is willing to undertake the work. Only
one rate or such percentage of all the estimated rates/scheduled rates shall be named.
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 to rejection. No printed form of tender shall include a
tender for more than one work, but if Contractor who wish to tender for two or more works
shall submit a separate tender for each. Tender shall have the name and the number of work
to which they refer written outside the envelope.

5. The Executive Engineer, PW (Tribal) Division, THANE shall open tenders as per e-
tendering schedule and intimated the results through e-mail. In the event of a tender being
accepted, the contractor shall, for the purpose of identification, sign copies of the
specifications and other documents mentioned in Rule 1.

6. The officer competent to dispose of the tender shall have the right of rejecting all or any of
the tenders without assigning any reason.

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 Tribal Development 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 before he completes and delivers this tender.

9. All work shall be measured net by standard measure and according to the rules and customs
adopted by the Tribal Development Department and without reference to any local
custom.

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

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
11. Every registered contractor should produce along with his e-tender certificate of Registration
as approved contractor in the appropriate class and renewal of such registration with date of
expiry. (Copies to be attested by a Gazetted Officer)

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

13. The measurements of work will be taken according to the usual methods in use in the Tribal
Development Department and no proposals to adopt alternative methods will be accepted.
The Executive Engineer's decision as to what is " the method in use in the Tribal
Development Department" will be final.

14. The tendering contractor shall furnish a declaration along with the tender showing all
works for which he has already entered into contract and the value of the work that
remains to be executed in each case on the date of submitting the tender (with certificate
from the head of the office concerned).

15. Every tenderer shall scan and furnish along with the tender, information regarding the
Income tax circle or ward of the district in which he is assessed to income tax the reference
to the number of the assessment year

16. No foreign Exchange would be released be the department for the purchase of plant and
Machinery required for the Execution of the Work Contracted for

17. The contractor will have to construct shed for storing controlled and valuable materials
brought by him at work site at contractors cost. The material will be taken for use in the
presence of the departmental person. No material will be allowed to be removed from the
site of work.

18. Successful tenderer will have to produce to the satisfaction of the accepting authority a valid
and current license issued in his favor under the provision of Contract Labour (Regulation
and Abolition) Act 1970 before starting work, failing which acceptance of the tender will be
liable for withdrawal and earnest money will be forfeited to Government.

19. 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 the Superintending Engineer, may in his discretion cancel the contract. The
contractor shall also be liable for any pecuniary liability arising on account of any violation
by him of the provisions of the Act.

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
 TENDER FOR WORKS

I/We hereby tender for the execution, for

the Government of Maharashtra (herein

before and hereinafter referred to as

"Government”) of the work specified in

the underwritten memorandum within

the time specified in such memorandum

at that rate quoted by me at appropriate

place provided online in financial bid

* In figure as well as in words
(…………………..……….) percent below/

above the estimated rates entered

in Schedule 'B' (Memorandum

showing items of work to be carried out)

and in accordance in all respects with the

specifications, designs, drawings, and

instructions in writing referred to in

Rule-I hereof and in Clause 13 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

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
 MEMORANDUM

(a) If several sub-works are 1. (a) General Description

included they should be detailed
in separate list Construction of Multipurpose Center under
Prime Minister Janman Central Scheme at
Dokshet Dharanachiwadi, Dokshet-
Jambhulwadi, Parali- Adihvasiwadi, Kalamb-
Adhivasiwadi, Tal.Sudhagad Dist. Raigad

(b)Estimated cost:

Part A – Rs. 1,84,60,728/-

Part B – Rs. 2,03,668/-
Total – Rs. 1,86,64,396/-

(C)The amount of earnest - (c) Earnest Money: Rs. 1,50,000/-

money to be deposited shall be
in accordance with the
provisions of paras 206 & 207 of
the M.P.W. Manual.

(d) This deposit shall be in Total Security Deposit 1% (One Percent)

accordance with paras 213 and
1) Initial security deposit (0.5%) : Rs.94,000/-
214 of M. P. W. Manual.
2) Further security deposit (0.5%) : Rs.94,000/-

Total Security Deposit (1%) : Rs.1,88,000/-

e) This percentage where no Percentage @ of 1 % to be deducted from bills so as

security deposit is taken to make up the total amount required as security
will vary from 5 to 10%
deposit by the time, half the work, as measured by
according to the requirements
of the Case Where security the cost is done.
deposit is taken see note to
Time allowed for the work from date of written
Clause 1 of conditions of
order to commence 180 Days (including Monsoon
contract.
season).
(f) Give schedule where
necessary showing dates by
which the various items are to
be completed.

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
2. I/We agree that this offer shall remain open for acceptance for a minimum period
of 90 days (Ninety Days) from the date fixed for opening the "same" means envelope
No.2 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 Challans No. …………. and date
…………… of or Term Deposit Receipt for a period of one year receipt No ..................
date...................... in respect of the sum of Rs.1,50,000/- (Rs. One Lakhs Fifty Thousands
Only) 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:

a. abide by the stipulation to keep the offer open for the period mentioned above or
b. 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
(i) above within the limit laid down in clause (I) of 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 favor of the Government a true copy of which
(exemption certificate with bond) 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 stipulation to keep the offer open for the period mentioned above or
(ii)sign and complete the coned in item(d) of the Meme limit laid down in clause
(1) of the annexed General conditions of the 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 moneys which are due
or payable to me/us by the Government under any other contract or transaction of
any nature whatsoever or otherwise.
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 NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
 Amount to be specified Receipt No. Dated From the Government
in words and figures Treasury or Sub treasury at Nashik in respect of the sum of
Rs…………..is herewith forwarded presenting the earnest
money (a) the full value ………. …………………of
Strike out (a) if no cash which is to be absolutely forfeited to Government should
security deposit is to be I/We not deposit the full amount. of security deposit in the
taken above memorandum, in accordance with clause 1(A) of the
said conditions, otherwise the said sum of Rs…………….
Shall be refunded.

Contractor
Signature of contractor
Address :
before submission of
tender .

Dated the ..................... day of 2024

# Signature of witness Witness Address:-………………………………………................

to
Occupation:-……………………………………………….
contractor signature

The above tender is here by accepted by me for and behalf of the Govt. Of Maharashtra

Signature of the officer Executive Engineer

By who accepted P.W. (Tribal) Division, Thane

Dated: … ./ … . / 2 0 2 4

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
 CONDITIONS OF CONTRACT

Security Clause 1:The person / persons whose tender may be accepted (hereafter
Deposit called the contractor, which expression shall unless excluded by or repugnant
to the context include his, heirs, executors, administrators, and assigns) shall
(A) within 10 days (which may be extended by the Executive Engineer/
Superintending Engineer/or the Chief Engineer concerned up to one
month/two months/three months respectively if the Executive Engineer/
Superintending Engineer / Chief 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 sum
sufficient which will make 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 sum as will amount to
* One 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 (A) above then and in such case if the sum so deposited shall
not amount to *One 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‚
*One percent‚ by deducting a 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 a sufficient part of his security deposit or from the interest
arising there from, 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 10 days there after 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 the interest bearing securities
provided that the depositor has expressly desired this in writing. If the
amount of the security deposit to be paid in a lump sum within the
period specified at (A) above is not paid, the tender/contract already
accepted shall be considered as Cancelled and legal steps taken against
the contractor for recovery of the amounts. The amount of the security
deposit lodged by a contractor shall be refunded along with 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
percent amounts of security deposit shall be refunded along with the
payment of the final bill. The amount of the 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

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
 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 provisions 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.

Compensation Clause-2:The time allowed for carrying out the work as entered in the
for delay tender shall be strictly observed by the contractor and shall be reckoned
from the date on which the order to commence work is given to the
contractor. The work shall throughout stipulated period of the contract be
proceeded with, with all due diligence (time being deemed to be of the
essence of the contract on the part of the contractor) and the contractor
shall pay as compensation an amount equal to one per cent 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 tenderer for every day that the work remains
uncommented, or unfinished after the proper dates. And further to ensure
good progress during execution of the work, the contractor shall be bound,
in all cases in which the time allowed for any work exceeds one month to
complete.
The contractor should complete the work as per phase period given below
15% of the work in 1/4 of the time
40% of the work in 1/2 of the time
70% of the work in 3/4 of the time
Full of the work in full of the time
Full work will be completed in 180 (One Hundred & Eighty Days)
(Including public holidays & monsoon.)
Note: The quantity of the work to be done within the particular time to be
specified above shall be fixed and inserted in the blank space kept for the
purpose by the Officer competent to accept the Contracts after taking into
consideration the circumstances of each case and abide by the programmed
of detailed progress laid down by the Executive Engineer
In the event of the contractor failing to comply with this conditions he shall
be liable to pay as compensation an amount equal to one percent or such
smaller amount as the Superintending Engineer (whose decision in writing
shall be final) may decide of the said estimated cost of the whole work for
every day that the due quantity of work remains incomplete. Provided
always that the total amount of compensation to be paid under the
provisions of this clause shall not exceed 10 percent of the estimated cost
of the work as shown in tender.
The Superintending Engineer Shall is Final Authority in this
respect, irrespective of the fact that the Tender is Accepted by the Chief
Engineer

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

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Action when Clause 3 : In any case in which under any clause or clauses of this contracts
whole of the contractor shall have rendered himself liable to pay compensation
Security Deposit amounting to the whole of his security deposit (whether paid in one sum or
is forfeited. 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 PMC/
Executive 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 (of which rescission notice in writing to the
contractor under the hand of the PMC/ 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 of 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 the contract.
The certificate of the PMC/ Executive Engineer as to the cost of the work
and other allied expenses so included and 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 and to 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 cost of the
work executed by the new contract agency will be debited to contractor
and 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. This certificate of the PMC/ 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 done by the new contractor and as to the value of
the work so done shall be final and conclusive against contractor.
d) 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
thereto actually performed by him under this contract unless and until the
PMC/ Executive Engineer shall have certified in writing the performance
of such work and the amount payable to him in respect thereof 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
the work executed departmentally or through a new contractor and other
allied expenses exceeding the value of such work credited to the
contractor, the amount of excess value shall be deducted from any money
due to the contractor by the Govt. under the contract or otherwise,

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 howsoever or from his security deposit or the sale proceeds thereof
provided howsoever, that the contractor shall have no claim against
government even if certified value of the work done departmentally or
through a new contract except the certified cost of such work and allied
expenses provided always that whichever of the three courses mentioned
in clause (a) (b) or (c) is adopted by the PMC/ Executive Engineer the
contractor shall have no claim to compensation for any loss sustained by
reason of him having no claim to compensation for any materials, or
entered into engagement or made any advance on account of or with a
view of the execution of the work or the performance of contract.

Action when Clause 4 : If the progress of any particular portion of the work is
process of unsatisfactory the PMC/ Executive Engineer shall not withstanding that the
particular work general progress of the work is satisfactory in accordance with clause 2 be
is unsatisfactory entitled to take action under clause 3 (b) after giving the contractor 10 days
notice in writing and the contractor will have no claim for compensation for
any loss sustained by him owing to such action.

Contractor Clause 5 : In any case in which any of the powers conferred upon the PMC/
remains liable Executive Engineer by clause 3 and 4 hereof shall have become exercisable
to pay and the same shall not have been exercised, the non-exercise thereof shall not
compensation if constitute a waver of any of the conditions hereof and such powers shall not-
action not taken with standing be exercisable in any future case of default by the contractor for
under clause 3. which by under any clause or clauses 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 PMC/ 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 tool
plant, materials and stores in or upon the works or the site thereof or belonging
to the contractor or procured by him and intended to be used for the execution
Power to take
of the works or the site thereof or belonging to the contractor, or procured by
possession of or
him and intended to be used for the execution of the work or any part thereof,
required
paying or allowing, for the same in account at the contract rates, or in the case
removal of or all
of contract rates not being applicable at current market rates, to be certified by
contractor’s
the PMC/ Executive Engineer whose certificate there of shall be final. In the
plant
alternative the PMC/ Executive Engineer may, by notice in writing to the
contractor or to his clerk of the works, foreman or other authorized agent
require him to remove such tools, plant materials or stores from the premises
within a time to be specified in such notice and in the event of contractor
failing to comply with any such requisition the PMC/ Executive Engineer may
remove them at the contractor’s expenses or sale them by auction or private
sale, at risk and account of the contractor in all such removal and the amount
of the proceeds and expenses of any such sale be final and conclusive against
the contractor.

Extension of Clause 6: If the contractor desires an extension of the time for completion of
the work on the ground of his having unavoidable hindering in it execution or

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time limit. on the other ground, he shall apply in writing to the PMC/ Executive Engineer
before the expiration of the period stipulated in the bid or before the
expiration of 30 days from the date to which he was hindered as aforesaid or
on which the cause for asking ever extension occurred, whichever is earlier
and the PMC/ Executive Engineer may, if in his opinion there are reasonable
ground for granting an extension, grant such extension as he thinks necessary
or proper. The decision of the PMC/ Executive Engineer in this matter shall be
final.

Clause 6 A : In the 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 from the Government on the ground that the
machinery or the labor was idle for certain period. Contractor may, however
apply for extension of time limit which may be granted on the merit of the
case.

Final Certificate Clause 7 : On completion of the work the contractor shall be finished with a
certificate by the PMC/ Executive Engineer (Hereinafter called the Engineer-
in-charge) in such completion but no certificate shall be given nor shall the
work be considered to be complete until the contractor shall have removed
from the premises on which the work shall have been executed, all
scaffolding, surplus materials and rubbish and shall have cleaned of the dirt
from all wood work, doors, floors or other parts of any building in or upon
which the work has been executed or on which he may have had possession
for the purpose of executing the work or 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 the approval of the Engineer
-in charge the said measurement being binding and conclusive against the
contractor. If the contractor fails to comply with the requirement of the clause
as to the removal of scaffolding, surplus material and rubbish and cleaning of
dirt on or before the date fixed for the completion of the work. The Executive-
in- charge may at the expense of the contractor, remove such scaffolding,
surplus materials and rubbish and dispose off the same as he think fit and
clean of 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.

Payments on Clause 8: No payment shall be made for any work estimated to cost less than
intermediate Rs. One thousand till after the whole of the said work shall have been
certificate to be completed and a certificate of completion given. But in the case of the works
regarded as estimated to cost more than Rs. One thousand, the contractor shall not
advance. submitting a monthly bill there off be entitled to receive payment
proportionate to the part of the work then approved and passed by the
Engineer-in-charge whose certificate of such approval and passing of the sum
payable shall final and conclusive against the contractor. All such intermediate

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 payment shall be regarded as payment by way of advance against the final
payment only and not preclude the Engineer-in-charge from requiring any bad,
unsound, imperfect or unskillful work to be removed and taken away and
reconstructed or rejected, nor shall any such payment be considered as an
admission of the due performance of the contractor or any part thereof, in any
respect of the occurring of any claim, nor shall it conclude, determine or affect
in any way the powers of the Engineer-in-charge as to 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 months
of the date fixed for the completion of the work otherwise the Engineer-in-
charge’s certificate of the measurement and of the total amount payable for the
work shall be final and binding on all parties.

Payment at Clause 9: The rates for several items of work estimated to cost more than Rs.
reduced rates on 10000/- agreed to within shall be valid only when the item concerned is
account of items
of work not accepted as having been completed fully in accordance with the sanctioned
accepted as specifications. In case where the items of work are not accepted as so
completed to be completed the Engineer-in-charge may make payment on account of such
at the discretion
items at such reduced rates as he may consider reasonable in preparation of
of the Engineer
in charge. final or on account bills.

Bill to be Clause 10 : A bill shall be submitted by the contractor each month on or

submitted before the date fixed by the Engineer-in-charge for all work executed
monthly submitted in the previous month, and the Engineer-in-charge shall take or
cause to be taken the requisite 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 time fixed as aforesaid, the Engineer-in-charge may
depute a subordinate to measure up the said work in the presence of the
contractor or his duly authorized agent whose counter signature to the
measurement list shall be sufficient warrant and the Engineer-in-charge may
prepare a bill from such list which shall be binding on the contractor in all
respects.

Bill to be on Clause 11 : The contractor shall submit all bills on the printed forms to be had
printed form. 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 bid or in the
case of any extra work ordered in pursuance of these conditions and not
mentioned or provided for in the bid , at the rate hereinafter provided for such
work.

Stores supplied Clause 12 : If the specification or estimate of the work provides for the use of
by Government any special description of materials to be supplied from the T.D.D. 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

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 convenience of the contractor but not so in any way to control the meaning or
effect of this construction 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
construction only, and values of the full quantity of materials and stores as
supplied shall be set off or reduced from any sums then due, or here after to
become due to the contractor under the contract or otherwise or from the
security deposits, or the proceeds of sale thereof, if the deposit is held in
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 material unused and is perfectly in good condition at the time of
completion or determination of the contract shall be returned to the TRIBAL
DEVELOPMENT DEPARTMENT stores, 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 such consent 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 into
damage thereto.

Store Material Clause 12 A : All store of contractor material such as cement ,steel Bitumen
etc Supplied by the contractor at his own cost should be kept by the contractor
under lock and key and will be accessible for inspection by the PMC/
Executive Engineer or his agent at all times.

Work to be Clause 13: The contractor shall execute the whole and every part of the work
executed in like manner and both as regards materials and every other respect in strict
accordance with accordance with specifications. The contractor shall also confirm exactly fully
specification, and faithfully to the designs, drawings and instructions in writing relating to
drawing, orders the work signed by the Engineer-in-charge and lodged in his office and to
etc. which the contractor shall be entitled to have access for the purpose of
inspection at such office or at the site of work during office hours. The
contractor will be entitled to receive three sets of contracts drawings and
working drawings as well as one certified copy of the accepted bid 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. 548
/- per set of contact drawing and Rs. 150/- per working drawing except where
otherwise specified.

Alteration in Clause 14 : The Engineer-in-charge shall have power to make any alterations
Specifications in, or additions to, the original specifications, drawings, designs and
and designs not instructions, that may appear to him to be necessary or advisable during the
to invalidate progress of the work and the contractor shall be bound to carry out the work in
contract. 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 a part of the work shall be

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 carried out by the contractor in the same conditions in all respects on which he
agreed to the main work and at the same rates as per specified in the bid for
the main work. And if the additional or altered work, includes any class of
Rate for work work for which no rate is specified in this contract, then such class of work
not entered in shall be carried out at the rates entered in Schedule of Rates of the division or
estimate or at the mutually agreed upon between the Engineer-in-charge and the
schedule of contractor, whichever are lower. If the additional or altered work, for which no
rates of the rate is entered in the schedule of rates of the division, is ordered to be carried
district. out before the rates are agreed upon, then the contractor shall within Five days
of the date of receipt by him of order to carry out work inform the Engineer-
in-charge of the rate which it is his intention to charge for such class of work,
and if the Engineer-in-charge does not agree to this rate he shall 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 if the contractor shall commence work or incurs any expenditure
in regard thereto before the rate shall have been determined as lastly herein-
before mentioned then in such case he shall only be entitled to be paid in-
respect if the work carried out or expenditure incurred by him prior to the date
of the determination of the rate as aforesaid according to such rate or rates as
shall be fixed by the Engineer-in-charge. In the event of a dispute the decision
of the PMC/S.E. of the Circle will be final.

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

drawings, and specification recommended by the contractor and accepted by
the competent authority the alterations above referred to shall be within the
scope of such designs, drawing and specifications to the bid .

Extension of The time limit for the completion of work shall be extended in the proportion
time in that the increase in its cost occasioned by alterations or additions bears to the
consequence of cost of the original contact work and the certificate of the Engineer-in-charge
addition or as to such proportion shall be conclusive.
alteration.

No claim to any Clause 15 : (1) If at any time after the execution of the contract documents,
payment or the engineer shall for any reason whatsoever (other than default on the part of
compensation for the contractor and for which Government is entitled to rescind the contract)
alteration in or desire that the whole or any part of the work specified in the bid should be
restriction of suspended for any period or that the whole or part of the work should not be
work. 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 state at which the work should be stopped or suspended so
as not to cause any damage or injury to the work already done or endanger the
safety thereof provided the decision of the Engineer as to the stage at which
the work or any part or it could be or could have been safely stopped or
suspended shall be final and conclusive against the contractor. The contractor

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 shall have no claim to any payment or compensation what-so-ever by reason
of or in pursuance of any notice as aforesaid on account of any suspension,
stoppage or curtailment except to the extent specified here-in-after.

(2) Where the total suspension of the 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 the final bill. Upon given
such notice, the contractor shall be deemed to have been discharged from his
obligation to complete the remaining unexecuted work under this 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 provision of
this clause.

(3) Where the Engineer requires the contractor to suspend the work for a
period in excess of 30 days at anytime or 90 days in the aggregate, the
contractor shall be entitled to apply to the Engineer within 30 days of the
resumption of the 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 what-so-ever 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.

(4) In the event of

(i) Any total stoppage of work on notice from the engineer under sub-
clause (1).

(ii) Withdrawal by the contractor from the contractual obligation to

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

(iii) Curtailment in the quantity of any item or items originally bid ed on

account of any alteration, omission or substitution in the specifications,
drawings, designs or instructions under clause 14(1) where such

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 curtailment exceeds 25% in quantity and the value of the quantity
curtailed beyond 25% at the rate for the items specified in the bid is
more than Rs. Five Thousand (Rs. 5000/-)

It shall be open to the contractor within 90 days from the service of (i)
the notice of stoppage of work or (ii) the notice of withdrawal from the
contractual obligation under the contract on account of the continued
suspension of the work (iii) notice under clause 14(1) resulting such
curtailment or produce to the Engineer satisfactory documentary
evidence, that he had purchased or agreed to purchase material for use
in the contracted 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 exceed 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 requirement of the unexecuted work as
specified in the accepted bid and are of quality and specification
approved by the Engineer.

Time limit for Clause 16: Under no circumstance what so ever shall the contractor be entitled
unforeseen to any compensation from Government on any account unless the contractor
claims. shall have submitted claim in writing to the Engineer -in Charge within one
month of the cause of such claim occurring.

Action and Clause 17: If any time before the security deposit or any part thereof is
compensation refunded to the contractor it shall appear to the Engineer -in Charge or his
payable in case subordinate in-charge or the work, that any work has been executed with
of bad work. unsound, imperfect unskilled workmanship or with materials of inferior
quality, or that any materials or articles provided by him for the execution of
the work are unsound or of a quality inferior to that contracted for or are
otherwise not in accordance with the contractor, it shall be lawful for the
Engineer-in-charge to intimate this fact in writing to the contractor and then
not withstanding the fact that the work, materials or articles complained of
may have been inadvertently passed, certified and paid for, the contractor shall
be bound forthwith to rectify, or remove and reconstruct the work so specified
in whole or in part, as the case may be require or if so required, shall remove
the materials or articles so specified and provided other proper and suitable
materials or article 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 1% on the amount of the estimate for every day not exceeding 10 days,
during which the failure so continues 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 article complained of, as the case may be, at the
risk and expense in all respects of the contractor. Should the Engineer-in-

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 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 such reduced rates as he may fix therefor.

Work to be open Clause 18: All works under or in course of execution or executed in
to inspection. pursuance of the contract shall at all times be open to the inspection to
inspection and supervision of the Engineer-in-charge and his subordinates
and the contractor shall at all times during the usual working hours, and at all
other times at which reasonable notice of the intention of the Engineer-in-
Contractor or charge of his subordinates to visit the works shall have been given to the
responsible contractor, either himself be present to receive order and instructions, or have
agent to be a responsible agent duly accredited in writing, present for that purpose.
present. Orders given to the contractor’s duly authorised agent shall be considered to
have the same force and effect as if they had been given to the contractor
himself.

Notice to be Clause 19 : The contractor shall give not less than 5 days notice in writing to
given before the the Engineer-in-charge or his subordinates in charge of the work before
work is covered covering up or otherwise placing beyond the reach of measurement any work
up. in order that the same may be measured and correct dimensions hereof taken
before the same is so covered up or placed beyond the reach of measurement
and shall not cover up or placed 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 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 10 (TEN ) Year from the date of
for damage done completion or from the date of commissioning, whichever is earlier as
and for certified by the Engineer-in-charge pursuant to the clause 7 of the contract, the
imperfection. said work is defective in any manner whatsoever, the contractor shall
forthwith on receipt on the notice in that behalf from the PMC/ Executive
Engineer duly commence execution and completely carry out at his cost in
every respect all the work that may be necessary for rectifying and setting
right the defects specified therein including 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 and neglecting to commence execution of the said rectification work
within the period prescribed therefore in the said notice the PMC/ Executive
Engineer may get the same executed and carried out departmentally or by
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 costs, charges and expenses sustained or incurred by the government of
which the certificate of the PMC/ Executive Engineer shall be final and

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 binding on the contractor. Such costs, charges and expense shall be deemed to
be arrears of land revenue and in the event of 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 becomes payable by government to the contractor either-in-respect
of the said work or any other work whatsoever, or from the amount of the
security deposit retained by government.

Contractors to Clause 21 : The contractor shall supply at his own cost all material (except
supply plant, such special materials, if any, as may in accordance with the contract, be
ladders, supplied from the TRIBAL DEVELOPMENT DEPARTMENT’s. stores),
scaffolding etc. plant, tools, appliances, implements, ladders, cordage, tackle, scaffolding and
temporary works which may required for the proper execution of the work,
whether in the original, altered or substituted form, and whether included in the
specification or other documents forming part of the contract or referred to in
these conditions or not and which may be necessary for the purpose of
satisfying or complying with the requirements of the Engineer-in- charge as to any
matter as to which under these conditions he is entitled to be satisfied, or which
he is entitled to require together with the carriage therefor to and from the
work. The contractor shall also supply without charge the requisite number of
persons with the means and materials necessary for the purpose of setting out
works and counting, weighing and assisting in the measurement or examination
at any time and from time to time of the work or the materials. Failing which
the same may be provided by the Engineer-in-charge at the expense of the
contractor and the expenses may be deducted from any money due to the
contractor under the contract or from his security deposit or the proceeds of
sale thereof, or of a sufficient portion thereof.’

And is liable for The contractor shall provide all necessary fencing and lights required to protect
damages arising the public from accident, and shall also be bound to bear the expenses of
from non- defense of every suit, action or other legal proceedings that may be brought by
provisions of any person for injury sustained owing to neglect of the above precautions, and
lights, fencing to pay any damages and costs which may be awarded in any such suit action or
etc. proceedings to any such person, or which may with consent of the contractor
be paid for compromising any claim by any such person.

Clause 21A: The contractor shall provide suitable scaffolds and working
platforms, gangways, and stairways and shall comply with the following
regulations in connection therewith:

a) Suitable scaffolds shall be provided for workmen for all work that
cannot be safely done from a ladder or by other means.

b) A scaffold shall not be constructed, taken down substantially

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 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 appliance connected therewith and all leaders

shall -

i) Be of sound material

ii) Be of adequate strength having regard to the loads and

strains to which they will be subjected, and

iii) Be maintained in proper condition.

d) Scaffolds shall be so constructed that no part there of can be

displaced in consequence of normal use.

e) Scaffolds shall not be overloaded and as far as practicable the load

shall be evenly distributed.

f) Before installing lifting gear on scaffolds special precaution 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 check whether the scaffold has been erected by
his workmen or not take steps and to ensure that it complies fully
with the regulations herein specified.

i) Working platforms, gangways, and stairways shall -

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

unequally.

ii) Be so constructed and maintained having regard to the

prevailing conditions as to reduce as far as practicable risks
of persons tripping or slipping, and

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

stairways at a height exceeding 3 meters.

i) Every working platform and every gangways shall have to

be closely boarded unless other adequate measures are taken

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 to ensure safety.

ii) Every working platform, gangways, working places,

stairway shall be suitably fenced.

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

shall except for the time and to the extent required to allow the
access or persons or the transport or shifting of materials be
provided with suitably means to prevent the fall of persons or
material.

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

falling from a height exceeding 3 meters suitable precaution 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
place. Safe means of access shall be provided to all working
platforms and other working places.

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

and other working places.

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 tackle, including their attachment, anchorage’s
and sports 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 material or as a means of
suspension shall be of suitable quality and adequate strength and free
from patent defect.
c) Hoisting machines and tackle shall be examined and adequately tested
after erected on the site and before use and be reexamined 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 of materials or as a means of suspension shall be
periodically examined.
e) Every crane driver or hoisting appliance operator shall be property
qualified.
f) No person who is below the age of 21 years shall be in control of any
hoisting machine, including any scaffolds, which give signals to the
operator.

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 g) In the 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.
h) Every hoisting machine and all gear referred to in the preceding
regulation shall be plainly marked with the safe working load.
i) In the case of hoisting machine having a variable safe working load,
each safe working load and condition under which it is applicable shall
be clearly indicated.
j) No part of any hoisting machine or of any gear referred to in regulation
of above shall be loaded beyond the safe working load except for the
purpose of testing.
k) Motors, gearing transmissions, electric wiring and other dangerous part
of hoisting appliance shall be provided with efficient safe guards.
l) Hoisting appliances shall be provided with such means as will reduce to
a minimum risk of the accidental descent of the load.
m) Adequate precautions shall be taken to reduce to a minimum the risk of
any part of a suspended load becoming accidentally displaced.

Measure for Clause 22: The contractor shall not set fire to any standing jungle, trees, bush
prevention of wood or grass without a written permit from the Executive Engineer.
fire.

When such permit is given and also in all cases when destroying cut or dug up
trees, bush wood 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 arrangement for drinking water for the
labour employed by him.

Liability of Clause 23: Compensation for all damage done intentionally or unintentionally
contractors for by contractors labour whether in or beyond the limits of contractor for
any damage done government property including any damage caused by the spreading of any
in or outside damage fire mentioned in clause 22 shall be estimated by the Engineer-in-
work area. charge or such other officer as he may appoint and the estimates of the
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 damages in the manner prescribed in clause 1 or
deducted by the Engineer-in-charge from any sum that may be due to or
become due from government to the contractor under this contract or
otherwise. The contractor shall bear the expenses of defending any action or
other legal proceeding that may be brought by any person for injury sustained

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 by him owing to neglect of precautions to prevent the spread of fire and he
shall also pay any damages and cost that may be awarded by the court in
consequence.

Employment of Clause 24 : The employment of female labourers on works in the

female labour neighborhood of soldier’s barracks should be avoided as far as possible.

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

Sum payable by Clause 27 : All sum payable by a contractor by way of compensation under
way of any of these condition shall be considered as a reasonable compensation to be
compensation to applied of the use of Government without reference to the actual loss or
be considered as damage sustained and whether any damage has or has not been sustained.
reasonable
compensation
without reference
to actual loss.

Changes in the Clause 28 : In the case of a bid by partners any change in the construction of
constitution of a firm shall be forthwith notified by the contractor to the Engineer-in-charge
the firm to be for his information
notified.

Clause 29 : All works to be executed under the contact shall be executed

under the direction and subject to the approval in all respects of the
Superintending Engineer the Circle for the time being, who shall be entitled to
direct at what point or points and in what manner they are commenced and

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 from time to time carried out.

Work to be under Clause 30 (1) : Except where otherwise specified in the contract and subject to
direction and the power delegated to him by Government under the code rules then in force,
control of the decision of the Superintending Engineer the Circle for the time being shall
Superintending be final, conclusive and binding on all parties to the contract upon all
Engineer. questions relating to the meaning of the specifications ,designs ,drawings and
instructions herein before mentioned and as to the quality of the workmanship
or material used on the work or as to any other question, claim, right, matter or
things whatsoever, in any way arising out of or relating to the contract designs,
drawing, specifications, estimates, instructions , orders of these 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.

(2) The contractor may within thirty days of receipt by him of any order
passed by the Superintending Engineer 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)

(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, TRIBAL
DEVELOPMENT DEPARTMENT who, if convinced the prima-facie the
contractor’s claim rejected by the Member Secretary/ 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.

Store of Clause 31 : The contractor shall obtain from the T.D.D. stores all stores and
European or article of European or American manufacture which may be required for the
American work, or any part of the work or in making up any article required therefore or
manufactures to in connection therewith unless he has obtained permission in writing from the
be obtained from Engineer-in-charge to obtain such stores and articles elsewhere. The value of
the Government such stores and articles as may be supplied to the contractor by Engineer-in-
charge will be debited to the contractor in his account at the rates shown in the
Schedule in form “A” attached to contract and if they are not entered in the
said Schedule, they shall be debited to him at cost price which for the purpose
of this contract shall include the cost of carriage and all other expenses
whatsoever, which may have to be incurred in obtaining delivery of the same

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 as the stores aforesaid.

Lump sums in Clause 32 : When the estimate on which a bid is made includes lump sumps
estimates. in respect of parts of the work the contractor shall be entitled to payment in
respect of items of work involved or the part of the work in question at the
same rates as are payable under this contract for such items, or if part of the
work question is not in the opining of the Engineer-in-charge capable of
measurement the Engineer-in-charge may at his discretion pay lump sum
amount entered in the estimate, and the certificate in writing of the Engineer-
in-charge shall be final and conclusive against the contractor with regard to
any sum or sums payable to him under the provision of this clause.

Action where no Clause 33 : In the case of any class of work for which there is no such
specification. specification as in mentioned in Rule-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 the instruction and requirement of the
Engineer-in-charge.

Definition of Clause 34 : The expression ‘works’ or ‘work’ where used in these condition
work. shall, unless there be something in the subject or context repugnant to such
construction be constructed to mean the work or the work contractor 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 bid shall be deducted from /
percentage added to the gross amount of the bill before deducting the value of any stock
whether applied issued.
to net or gross
amount of bill.

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

Compensation Clause 37 : The contractor shall be responsible for and shall pay
under compensation to his Workmen payable under the Workmen’s compensation
Workman’s Act, 1923 (VIII of 1923), (hereinafter compensation is payable and or paid by
Compensation Government as principal under the subsection 91) of section 12 of the said Act
Act. on behalf of the contractor this shall be recoverable by Government from the
contractor under sub section 92) of the said section. Such compensation shall
be recovered in the manner laid down in clause 1 above.

Clause 37 A : The contractor shall be responsible for and shall pay expenses
of providing Medical aid to any workmen who may suffer a bodily injury as a
result on 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 Government from any amount due or that

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 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 regulation in
connection therewith :

(a) The worker shall be required to use the equipment 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 carried on in proximity to any place where there is no risk of
drawing, all necessary equipment’s shall be provided and kept ready for
use and all necessary steps shall be taken prompt rescue of any person in
danger.

(c) Adequate provision shall be made for prompt first-aid treatment for all
injuries likely to be sustained during the course of the work.

Clause 37 C : The contractor shall duly comply with the provision of “The
Apprentices Act 1961 (III of 1961) the rules made there under and the orders
that may be issued from time under the said Act and 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 said Rules”.

Claim for Clause 38: Excess quantity shall be executed only after prior permission of
quantity of works the authority granting Administrative Approval to the work. It shall be paid at
entered in the bid bid rate only.
or estimate.

Clause 38: (1) Quantities in respect of the several items shown in the bid are
approximate and no revision in the bid ed rates shall be permitted in respect of
any of the items so long as, subject to any special provision contained in the
specification prescribed a different percentage of permissible variation, the
quantity of the items does not exceed the bid quantity by more than 25% and
so long as the value of excess quantity beyond this limit at the rate of the
items specified in the bid , is not more than Rs. 10,000/-

(2) The contractor shall if ordered in writing by the Engineer in charge, so to

do also carry out any quantities in excess of the limit mentioned in Sub Clause
(1) hereof on the same conditions as and in accordance with the specifications
in the bid 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 rate prevailing in
the market, the said rates being increased or decreased as the case may be, by
the percentage which the total bid ed amount bears to the estimated cost of the
work as put to bid based upon the Schedule rates of applicable to the year in

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 which the bid s were invited (for the purpose of operation of this clause, this
cost shall be taken to SSR 2021-22

(3) Claim arising out of reduction in the bid ed quantity of any item beyond 25
percent will be governed by the provisions of clause 15 only when the amount
reduction beyond 25% at the rate of the item specified in the bid is more than
Rs. 5000/-.

Claim for Clause - 39: The contractor shall employ any famine convict or other labor of
compensation for a particular kind or class, if ordered in writing to do so by the Engineer-in-
delaying starting charge.
of work

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

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
delaying starting compartments. The rates are inclusive of hard or cracked soil excavation in
of work mud, subsoil water or water standing in borrow pits 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 portion of
commencing any work except with the written authority and instructions of the Engineer-in-
portion of work. charge or of his subordinate in charge of the work failing such authority the
contractor shall have no claim to ask for measurements of or payment for
work.

Minimum age of Clause 43 : (i) No contractor shall employ any person who is under the age of
persons 18 years.
employed, the
employment of (ii) No contractor shall employ donkeys or other animals with breeching of
donkey and/or string or thin rope. The breeching must be at lease 3 inches wide and should be
other animals of tape (Newar)
and the payment
(iii) No animals suffering from sores, lameness or emaciation or which is
of fair wages.
immature shall be employed on the work.

(iv) The Engineer-in-charge or his agent authorised to remove from the work
any person or animal found working which does not satisfy these conditions
and no responsibilities shall be accepted by the 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
disputes arising between the contractor and his workmen on the grounds that

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 the wages paid are not fair and reasonable the dispute shall be referred without
delay to the PMC/ Executive Engineer who shall decide the same. The
decision of the PMC/ Executive Engineer shall be conclusive and binding on
the contractor, but such decision shall not in any way affect the condition in
the contract regarding the payment to be made by the Government at the
sanctioned bid rates.

(vi) The contractor shall provide drinking water facilities to the workers.
Similar amenities shall be provided to the workers engaged on large work in
urban areas.

Method of Clause 44: Payments to contractor shall be made by cheques drawn on any
payment. treasury within the Division convenient to them. Provided the amount exceeds
Rs. 100/- Amount not exceeding Rs. 100/- will be paid in cash.

Acceptance of Clause 45 : Any contractor who does not accept these conditions shall not be
conditions allowed to bid for works.
compulsory
before bid ing the
work.

Employment of Clause 46: If Government declares a state of scarcity or famine to exist in any
scarcity labour. village situated within 1 Kms. of work, the contractor shall employ upon such
parts of the work as suitable for unskilled labour any person certified to him
by the PMC/ Executive Engineer or by any person to whom PMC/ Executive
Engineer may have delegated this duty in writing to be in need of relief and
shall be bound to pay to such persons wages not below minimum which may
arise in connection with the implementation of this clause shall be decided by
the PMC/ Executive Engineer whose decision shall be final and binding on the
contractor.

Clause 47: The price quoted by the contractors shall not in any case exceed
the control price, if any, fixed by Government or reasonable price which is
permissible for him to charge as private purchaser for the same class and
description of goods under the provisions of Hoarding and profiteering
Prevention Ordinance 1984 as amended from time to time. If the price quoted
exceeds the controlled price or the price permissible under Hoarding and
Profiteering Prevention Ordinance, the contractor will specifically mention
this fact in his bid along with reasons for quoting such higher price. The
purchaser at his bid along with reasons for quoting such higher price. The
purchaser at his discretion will in such higher price. The purchaser at his
discretion will in such case exercises the right of revising the price at any stage
so as to confirm with the controlled price on the permissible under the
Hoarding and Profiteering Ordinance. This discretion will be exercised
without prejudice to any other action that may be taken against the contractor.

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 Clause - 47 (A): -
a) The Bidder shall quote his rate considering the provision counted under
GST Act- 2017.
b) Provisional amount of GST 2% i.e. CGST 1% + SGST 1% will be
deducted at source (T.D.S.) after the enforcement of section 51of
Maharashtra Goods and Services Act- 2017
c) The Bidder shall quote his rate excluding GST.
d) GST shall be paid on the amount of bill of the work done as per prevailing
guidelines rate of GST during the period of work done as applicable.
e) Rate quoted by the contractor shall be deemed to be inclusive of the labour
welfare cess and other taxes (other than GST) that the contractor have to
pay for the performance of this contract. The employer will perform such
duties in regards to deduction of such a taxes at source as per applicable
law.
f) The Bidder shall quote his offer only on work portion / civil Cost (A)
in schedule “B“ without GST. However testing charges will be paid as
per test result submitted by the Bidder. Also the Royalty charges will
be paid after producing the royalty challans to the department.

Clause - 48:
GST shall be payable on the accepted contract value at prevailing
rates separately. Contractor shall quote his rates excluding GST.
Provisional amount of GST @ 2% i.e.1% C.G.S.T. + 1% S.G.S.T. will be
deducted at source (TDS) after the enforcement of Sections 51 of Maharashtra
Goods and Services Act.2017

Clause 48 A : The contractors are bound to pay to the labourers wages

according to the Minimum Wages Act 1948 applicable to the Zone in
accordance with the order issued in Government P.W.D./Circular No. MWA/
1063, dated 07/12/1968.

Clause 49: In case of materials that remains surplus with the contractor for
those issued for the work contracted from the date of ascertainment of the
materials being surplus be taken as the date of sale for the purpose of sales tax
and the sale 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 labours and shall give
preference to those persons enrolled under Maharashtra Government
Employment and Self Employment Department Scheme.
Provided, however, that if the required unskilled laboured are not available
locally, the contractor shall in the first instance employ such number of

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 persons as is available and thereafter may with previous permission, in writing
of the Engineer-in-charge of the said work obtained the rest of requirement of
unskilled the labour from outside the above scheme.

Clause - 51 : Wages to be paid to the skilled and unskilled labours engaged by

the contractor. The contractor shall pay the labours skilled and unskilled
according to the wages prescribed by the Minimum Wages Act 1948
applicable to the area in which the work of the contractor is located

Clause 52: All amount 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 (1) Material and / or stores supplied / issued
hereunder by the Government to the contractor, (2) 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 the advance
have been given by the Government to the contractor shall be deemed to be
arrears of the lands 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.

Clause 53: The contractor shall duly comply with all the provisions of the
contract labour (Regulation and Abolition) Act 1970. (37 of 1970) and the
Maharashtra Contract Labour (Regulation and Abolition) Rules 1971 as
amended from time to time and all other relevant statutes and statutory
provision concerning payment of wages particularly to workmen employed by
the contractor and working on the site of the 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 make 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 worker shall be deemed to be
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 hereunder or from any other amounts
payable to him by the Government (Minimum Wages Act, as per Government
Circular (AT / 1284 / (120) / Building, dated 14/08/1988).

Price Variation Clause 54 : If during the operative Period of the Contract as defined in
Clause condition (i) below, there shall be any variation in the Consumer Price Index
(New Series) for Industrial Workers for Mumbai Center as per the Labour
Gazette published by the Commissioner of Labour, Government of
Maharashtra and/or in the Whole-sale Price Index for all commodities prepared
by the Office of Economic Adviser, Ministry of Industry, Government of India
or in the price of petrol / oil, and lubricants and major construction materials
like bitumen, cement, steel, various types of metal pipes etc., then subject to

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P.W. (TRIBAL) DIVISION THANE
 the other conditions mentioned below, price adjustment on account of

1. Labour component
2. Material component
3. Petrol, Oil and Lubricants Component
4. Bitumen Component
5. HYSD & Mild. Steel Component
6. Cement Component
7. C.I. and D.I. Pipes Component
calculated as per the formula hereinafter appearing, shall be made. Apart from
these, no other adjustments shall be made to the contract price for any reasons
whatsoever. Component percentage as given below are as of the total cost of
work put to tender. Total of Labour, Material & POL components shall be 100
and other components shall be as per actuals.

(1) Labour Component - K1 : %

(2) Material Component - K2 : %
(3) POL Component - K3 : %
Total = 100.00 %
(5) Bitumen Component Actual
(6) HYSD & Mild. Steel Component Actual
(7) Cement Component Actual
(8) C.I. and D.I. Pipes Component Actual

Note :- If Cement, HYSD & Mild. Steel, Bitumen, C.I. and D.I. Pipes are
Supplied on Schedule “A” then respective component shall not be considered.
Also if particular component is not relevant same shall be deleted.

1) FORMULA FOR LABOUR COMPONENT :

0.85 P K1 L1 - L0
V1 = X
x 100 L0

Where,
V1 = Amount of price variation in Rupees to be allowed for Labour
component.
P = Cost of work done during the quarter under consideration
minus
the cost of Cement, HYSD &Mild Steel, Bitumen, C.I. and D.I. Pipes
calculated at the basic star rates as applicable for the tender,
consumed during the quarter under consideration.

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P.W. (TRIBAL) DIVISION THANE
 Kind of material Star Rate including all taxes
1) Cement Rs. 6000/- Per M.T.
2) T.M.T. Steel Rs. 61000/- Per M.T.
3) Mild Steel --

K1 = Percentage of Labour Component as indicated above.

L0 = Basic Consumer Price Index for Mumbai center shall be average
consumer price index for the quarter preceding the month in which the
last date prescribed for receipt of tender falls.
L1 = Average Consumer Price Index for Mumbai center for the quarter under
consideration.

2) FORMULA FOR MATERIALS COMPONENT

0.85 P K2 M1 - M0
V2 = x
x 100 M0

Where,
V2 = Amount of price variation in Rupees to be allowed for Materials
component.
P = Same as worked out for Labour component.
K2 = Percentage of Materials Component as indicated above.

M0 = Basic wholesale Price Index shall be average wholesale price index for
the quarter preceding the month in which the last date prescribed for
receipt of tender falls.
M1 = Average wholesale Price Index during the quarter under
consideration.
3) FORMULA FOR PETROL, OIL AND LUBRICANT
COMPONENT :-

0.85 P K3 P1 - P0
V3 = x
x 100 P0

Where,

V3 = Amount of price variation in Rupees to be allowed for POL

component.
P = Same as worked out for Labour component.
K3 = Percentage of Petrol, Oil & Lubricant Component.
P0 = Average price of HSD at Mumbai during the quarter preceding the
month in which the last date prescribed for receipt of tender falls.
P1 = Average price of HSD at Mumbai during the quarter under
consideration.

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P.W. (TRIBAL) DIVISION THANE
 4) FORMULA FOR BITUMEN COMPONENT :-

V4= QB ( B1 – B0)
Where,
V4 = Amount of price variation in Rupees to be allowed for Bitumen
component
QB = Quantity of Bitumen (Grade 30/40 & Grade 60/70) in metric tonnes
used in the permanent works and approved enabling works during the
quarter under consideration
B1 = Current, average ex-refinery price per metric tonne of Bitumen (Grade
30/40 & Grade 60/70) under consideration including taxes (octroi,
excise, sales tax, GST) during the quarter under consideration.
B0 = Basic rate of Bitumen in rupees per metric ton as considered for
working out value of P or average ex-refinery price in rupees per
metric ton including taxes (octroi, excise sales tax,GST) of Bitumen
for the grade of bitumen under consideration prevailing quarter
preceding the month in which the last date prescribe for receipt of
tender; falls, whichever is higher.

5) FORMULA FOR HYSD AND MILD STEEL COMPONENT :-

S0 (SI1 - SI0)
V5 = xT
Sl0

Where,
V5 = Amount of price variation in Rupees to be allowed for H.Y.S.D. Steel
component.
S0 = Basic rate of H.Y.S.D. Steel in rupees per metric tonne as considered
for working out value of P.
SI1 = Average Steel Index as per RBI Bulletin during the quarter under
consideration.
SI0 = Average of Steel Index as per RBI Bulletin for the quarter preceding
the month in which the last date prescribed for receipt of tender falls.
T = Tonnage of steel used in the permanent works for the quarter under
consideration.

6) FORMULA FOR CEMENT COMPONENT:-

C0 (CI1 - CI0)
V6 = xT
Cl0

Where,
V6 = Amount of price escalation in Rupees to be allowed for Cement
component.
C0 = Basic rate of cement in rupees per metric tonne as considered for
working out value of P.
CI1 = Average of Cement Index published in the RBI Bulletin for the quarter

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P.W. (TRIBAL) DIVISION THANE
 under consideration.
CI0 = Average of Cement Index published in the RBI Bulletin for the
quarter preceding the month in which to the last date prescribed for
receipt of tender, falls.
T = Tonnage of cement used in the permanent works for the quarter under
consideration.

7) FORMULA FOR C.I./ D.I. PIPE COMPONENT :-

V7 = Qd (D1 - D0)
Where,

V7 = Amount of price escalation in rupees to be allowed for C.I./D.I. pipe

component.
D0 = Pig Iron basic price in rupees per Metric Tonne considered for working
out value of P
D1 = Average Pig Iron price in rupees per Metric Tonne during the quarter
under consideration (published by IISCO)
Qd= Tonnage of C.I./D.I. pipes used in the works during the quarter under
consideration.
The following conditions shall prevail :

i) The operative period of the Contract shall mean the period commencing
from the date of work order issued to the Contractor and ending on the
date on which the time allowed for the completion of the works specified
in the Contract for work expires, taking into consideration the extension of
time, if any, for completion of the work granted by the Engineer under the
relevant clause of the Conditions of Contract in cases other than those
where such extension is necessitated on account of default of the
Contractor. The decision of the Engineer as regards the operative period of
the Contract shall be final and binding on the Contractor. Where any
compensation for liquidated damages is levied on the Contractor on
account of delay in completion or inadequate progress under the relevant
Contract provisions, the price adjustment amount for the balance of work
from the date of levy of such compensation shall be worked out by
pegging the indices, L1, M1, C1, P1, B1, S11 and C11 to the levels
corresponding to the date from which such compensation is levied.
ii) This price variation clause shall be applicable to all contracts in B1/B2 &
C from but shall not apply to piece works. The price variation shall be
determined during each quarter as per formula given above in this clause.
iii) The price variation under this Clause shall not be payable for the extra
items required to be executed during the completion of the work and also
on the excess quantities of items payable under the provisions of Clause
38/37 of the contract from B1/B2 respectively. Since the rates payable for
extra items or the extra quantities under Clause 38/37 are to be fixed as per
current DSR or as mutually agreed to yearly revision till completion of
such work. In other words, when the completion/ execution of extra items
as well as extra quantities under Clause 38/37 of the contract from B1/B2
extends beyond the operative date of the DSR then rates payable for the
same beyond the date shall be revised with reference to the current DSR
prevalent at that time on year to year basis or revised in accordance with

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 mutual agreement thereon, as provided for in the Contract, whichever is
less.
iv) This clause is operative both ways, i.e. if the price variation as calculated
above is on the plus side, payment on account of the price variation shall
be allowed to the contractor and if it is on the negative side, the
Government shall be entitled to recover the same from the Contractor and
the amount shall be deductible from any amounts due and payable under
the contract.
v) To the extent that full compensation for any rise or fall in costs to the
Contractor is not entirely covered by the provision of this or other clauses
in the contract, the unit rate and prices included in the contract shall be
deemed to include amounts to cover the contingency of such other actual
rise or fall in costs.
vi) Maximum amount due to price variation will be restrict to 05% of the
accepted contract value excluding the compensation payable for the materials
(Bitumen, steel and cement) Which have been directly given by the formula.

Clause - 55: CONDITION FOR MALERIA ERADICATION

(A)The ant malaria and other health measures shall be as directed by the Joint
Director (Malaria and Filarial) of Health Services, Pune.
(B.) Contractor shall see that mosquito genie conditions a r e not created
so as to keep vector populations to the minimum level.
(C) Contractor shall carry out anti- malaria measures in the area as per
guidelines prescribed under National Malaria Eradication Programmed and
as directed by the Joint Director(M & F) of Health Services, Pune.
(D.) In case of default in carrying out prescribed ant malaria measure
resulting increasing in malaria incidence contractor shall be liable to pay to
Government the amount spent by Government on antimalaria measures to
control the situation in addition to fine.
(E.) RELATION WITH PUBLIC AUTHORITIES:
The contractor shall make sufficient arrangement for draining away the
sullage water as well as water coming from the bathing and washing places
and shall dispose off this water in such a way as not to cause any nuisance.
He shall also keep the premises clean by employing sufficient number of
sweepers. The contractor shall comply with all rules regulation, byelaws
and direction given 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 to Government.

Clause No-56- Condition relating to insurance of contract work.

The Contractor shall take out Insurance Policy / Policies (viz .
Contractor's All Risks Insurance Policy, Erection All Risks Insurance Policy

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 etc. as directed by the Directorate of Insurance) so as to vide 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, Opposite
Kalanagar, Bandra (East), Mumbai 400 051. " ( Telephone No. 022 -
26590403 / 26590690 and Fax No. is 022- 26592461 /26590403).
If any contractor has not taken out the Insurance Policy from the
Directorate of Insurance, Maharashtra State Mumbai or have effected
insurance with any Insurance Company, the same will not be accepted and
one percent (1%) of the tender amount or such 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.

Clause 57 -As per Government of Maharashtra, Industry Energy &

Labour Deptt. G.R. No. BLA 2009/Pra. Kra. 108/ Kamgar-7A, dt. 17/06/201
& Public Works Department circular No. BDG-2010/Pra. Kra. 277/Building-
2, dated 28/09/2010, Building and other Construction Workers Welfare
Cess at one percent or at the rates amended from time to time as intimated
by the competent authority under building and other constructions worker
welfare Act 1996 will be deducted from the bill amount, whether measured
Bill advance payment or Secured Advance

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 ADDITIONAL CONDITIONS FOR MATERIALS
(CEMENT, MILD STEEL, TMT / HYSD BARS, STRUCTURAL STEEL ETC.)
BROUGHT BY CONTRACTOR.
1. All the materials such as Cement, steel, Bricks, Metal, Sand, etc. shall be brought by the
Contractor at his own cost. The material shall be brought at the site of work well in advance by
the Contractor. The gate pas of the Metal, Sand, Invoice of Cement, steel etc. shall be examined
by the authorized representative of the Engineer- in-charge.
2. The contractor shall maintain the record of these materials (cement, steel, granite, marble, tiles
etc.) in the prescribed proforma and registers as directed by Engineer-in-charge. The sample of
prescribed proforma is attached at the end (Page No to ). These registers shall be signed by both,
the contractors and representative of the Engineer-in-charge. These registers shall be made
available for inspection, verification for the Department as and when required. These registers
shall be in the custody of Department, and shall be maintained by the Department.
3. The Contractor shall submit periodically as well as on completion of work, an account of all
materials used by him on the work. In addition, a separate register shall be maintained on site for
recording daily item wise asphalt, cement consumption and also item wise consumption of other
materials. This shall be signed daily by Contractor or his representative and representative of
Engineer-in- charge.
4. All the materials as Cement, steel, Bricks, Metal, Sand, etc. shall be brought by the Contractor at
his own cost. The materials from any other source in lieu of the approved Institutions shall be
allowed except under written permission from the Executive Engineer. In such case, Certificate
for its quality shall be produced by the Contractor and samples of materials shall be tested from
any Government Laboratory by the Contractor at his cost and the test results be supplied to the
Department. The materials not conforming to the required standard shall be removed at once from
the site of work by the Contractor as his own cost. All the materials such as Asphalt, Cement etc.
required for use in the work shall be confirming to the concerned I.S. / M.O.R.T.& H.
specifications. The Contractor shall get necessary tests carried out to the frequency specified for
each material in the specification and submit the test results to the Engineer-in-charge or his
authorised representative. These materials shall be used on work by the Contractor, only if the
test thereof are found satisfactory to the results Engineer-in-charge or his authorised
representative. For the purpose of daily testing of material, such metal, sand, rubble, etc. , the
Contractor shall make his own arrangements to install a well equipped Laboratory at the site of
work at his own cost. The Contractor shall employ qualified personnel at the site of work
at his own cost. The responsibility of carrying out tests to the frequency specified for each
material shall rest with the Contractor. The extract of register shall be submitted to the Executive
Engineer with each bill. Copy of register for the entire period shall be submitted along with the
final bill.
5. The Contractor shall construct at his own cost shed/ sheds as per direction of the Engineer-in-
charge of the work for storing the materials and provide double locking arrangements. The Store
shed such constructed shall be removed on completion of work. The Contractor shall take all
necessary steps to guard the materials brought by him.
6. The Contractor shall make his own arrangement for the safe custody of the materials brought by
him on site of work.
7. The charges for conveying of materials from the place of purchase by the Contractor to the
site of work and the actual spot on work site shall be entirely borne by the Contractor. No claims

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 on this account shall be entertained.
8. Separate registers shall be maintained by the Contractor on the site for recording detailed
item wise Cement and Steel consumption on the work. These registers shall be signed by
Contractor or his authorized representative and got signed from the representative Engineer-in-
charge.
9. The material required only for this work shall be kept in the godown at site. No material shall be
shifted outside of the godown except for the work for which this arrangement is entered, without
prior approval of the Engineer-in-charge.
10. The Contractor shall produce sufficient documentary evidence i.e. bill for the purchase, octroi
receipts etc. for the purchase of material brought on the work site at once if so requested by the
Department.
11. All these material i.e. cement, steel etc. shall be protected from any damages, rains etc. by the
contractor at his own cost.
12. The Contractor will have to erect temporary shed of approved specifications storing of above
materials at work site at contractors cost having double lock arrangements ( By Double lock - it
is meant that godown shall always be locked by two locks, one lock being owned & operated
by Contractor & other by Engineer-in charge of his authorized representative & the door
shall be openable only after both locks are opened.)
13. If required, the weighment of cement bags/ steel etc. brought by the Contractor shall be carried
out by the contractor at his own cost.
14. The contractor shall not use cement and other material for the item to be executed outside the
scope of his contract except for such ancillary small item as are connected and absolutely
necessary for execution of this work as may be decided by the Engineer-in-charge.
15. The Government shall not be responsible for the loss in cement, steel, etc. during transit to work
site. The cement brought by the contractor at the work site store shall mean 50 Kg. equivalent to
0.0347 Cubic Meter per bag by weight. The rate quoted should correspond to this method of
reckoning. In case of ordinary/controlled concrete, if cement is found short, the
shortage/shortages will be made good by the contractor at his cost.
16. ANNEXURE FOR R.C.C. PIPE PROCUREMENT: The R.C.C. pipes required for the work shall
be procured from the MISSIDC only. The payment towards providing and fixing NP2 / NP3 /
NP4 pipes will be released only after the contractor submits the bill of MISSIDC to
authenticate that the pipes have been purchased from the MISSIDC. No payment towards the
item of providing and laying of the pipe will be released in absence of the submission of the
requisite document. After completion of these items in the particular kilometer the withheld
payment will be finally released.
17. INDEMNITY: The condition regarding indemnity as defined on Page . At Sr.No.4 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.
18. In case the material brought by the Contractor become surplus owing to the change in the design
of the work, the material should be taken back by the Contractor at his own cost after prior
permission of Engineer-in-charge.
19. All empty cement bags shall be returned by Contractor to Department and the Executive Engineer
shall preserve them for one year as token of proof of use of cement in proper proportion in work.

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 ARRANGEMENT OF MATERIALS
1. The Contractor shall make his own arrangement for supply of materials including cement
and steel , RCC pipes /Collars. The Contractor shall be responsible for all transportation and
storage of the materials at the site and shall bear all the related costs. The Engineer shall be
entitled at any time, to inspect or examine all such materials. The Contractor shall provide
reasonable assistance for such inspection or examination as may be required.
2. The Contractor shall keep as accurate record of use of materials like cement and steel used in the
works in a manner prescribed by the Engineer.
3. If there is any doubt regarding the material received, the same should be get tested from the
Government laboratory at the cost of the Contractor, and if the results are substandard, the
material or the work executed with such material will be rejected
4. The day to day record of the receipt /utility/ balance of material should be kept by the Contractor
at plant site / site of work / store and same will be checked by the Engineer-in-charge or
authorized Engineer at any time.
5. The procurement of cement/ steel etc. Should be from the authorized manufacturing company
and the vouchers regarding purchase thereof shall be submitted to Engineer-in-charge.
6. The testing charges shall be entirely borne by the Contractor

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 LIST OF APPROVED MAKES
Note:
1. The Engineer-in-charge is at liberty select any of the brands indicated below. The contractor
obtains prior approval from Engineer-in-charge. In charge before placing order for any specific
material may approved order any the 'Makes' or 'Brands' listed below.
2. All materials should confirm to relevant standard and codes of BIS and shall have ISI mark
3. In case of items for which approved make / vendor is not given below, the contractor shall with
the prior approval of the Engineer-in-charge. In charge procure the same of the first quality and
satisfy the Engineer-in-charge before use in the works.
4. In case of Contradiction between the approved makes/vendor specified below and
mentioned in the Specifications /Bill of quantities. The decision of the Engineer-In-Charge shall
be final and binding on the Contractor.

SR. MATERIAL APPROVED MANUFACTURES.

NO
1 REINFORCED STEEL TISCO, SAIL, IICO, ISPAT INDIA LTD, Jindal ,
RINIL or equivalent.
2 CEMENT ACC, Ultra tech , Manikgarh , Birla, JSW or
equivalent
3 CERAMIC TILES (1st QUALITY Johnson, Nitco , Sparteck, Nitco , Bell, Kajaria or
equivalent
4 WATER PROOFING COMPOUND Fosrock, Pidilite , Dr Fixit, BASF, Krishna
Chemicals , Sunteck or equivalent
5 ALUMINIUM SECTIONS JINDAL, HINDALCO, JINDAL LTD or
equivalent.
6 GLASS TRIVENI, SHREE VALLABH INDOSHHANI,
MODIFOLAT GLASS LTD or equivalent.
7 LAMINATES SHETS FORMICA, RAMMICA, NEOLUX, DECOLAM
LTD OR equivalent
8 MORTISE LOCK & LATCH GODREJ, HARISON, KESHVRAM, RAMYUS,
DHIMANI LTD or equivalent
9 ACRYLIC PLASTIC EMULSION (1* ASIAN, BERGER, J&N. LTD, JSW, Nerolac or
Quality ) equivalent.
10 SYNTHETIC ENAMEL PAINT ASIAN, BERGER, J&N. LTD or equivalent.
11 STRUCTURE PAINTS NEROLAC, BURGER,ICL. LTD or equivalent.
12 SANITARY WARE HINDUSTAN, NYCER, PERRY, CERA LTD or
equivalent.

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 13 C.P. FITTING GEM, PARDO, JAQUAR, DRIPLESS LTD or
equivalent.
14 SOIL & WASTE PIPE RIF BIC, NECO CENTRI (CONFORMING TO
IS-3839) LTD or equivalent.
15 GUN METAL VALVES LEADER ENGG KIRLOSKAR GG LTD or
equivalent.
16 FLUSH VALUE JAQUAR, KINSTON, SHREE VALLAB or
equivalent.
17 CISTERN NOMOS, HINDUSTAN or equivalent.
18 C.I. SLUISE VALVE KIRLOSKAR, INDIAN VALVE, LEADER,
BURN or equivalent.
19 G.I. FITTING 1ST QUALITY ZENITH, TATA, R.M. ENGG. WORKS or
equivalent.
20 P.V.C. FITTINGS FINOLEX, JAN, ASTRAL, SUPREME OR
EQUIVALANT GRADE
21 ANTISTATIC FLOORCOATING INARCO, PVC WONDER FLOOR, ARMSTRON
or equivalent.
22 CONCRETE ADMIXTURES FOSCROC, PIDLITE or equivalent.
23 CORROSION INHBITORS CORTEC CORPORATION, ACURD
ORGANICS, RIMPRO INDIA or equivalent.
24 SUPER PLASTICIZER PERMA CONSTRUCTION, AIDS,
TECHNOTRADE ASSOCIATES,
CONSTRUCTION INDIA PVT. LTD., or
equivalent.

In addition to the condition of contract described before, following General Condition shall
also become part of this bid document and will later become part of the contract.

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 ADDITIONAL GENERAL CONDITIONS

1. COMPETANCY OF TENDERER :
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 :
The tenderer’s must understand clearly that the rates quoted are for completed work and
include all costs due to labor, all leads and lifts involved and if further necessitated,
scaffolding plant, supervision, service works, power, royalties, octroi taxes etc. and to include
all to cover the cost of lighting on night work if any and round the clock work as and when
required and no claim for additional payment beyond the prices or rates quoted will be
entertained and the tenderer shall not be entitled subsequently to make any claim on the
ground of any representation or on any promise by any person (whether member in the
employment of any Public Works Department or not) or on the ground of any failure on his
part to obtain all necessary information for the purpose of making his tender and fixing the
several prices and rates therein relieve him from any risks or liabilities arising out of the
tender.
3. 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.
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.
5. PRECAUTIONS TO BE TAKEN BY THE CONTRACTOR TO PREVENT

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 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
meter 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. CONTRACTOR TO INFORM HIMSELF FULLY:
5.1. The contractors shall be deemed to have carefully examined the work and site conditions
including labor, 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.
5.2. 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.
a. Between actual scaled and written dimensions or descriptions on a drawing, the latter
shall be adopted.
b. Between the written or shown description of dimensions in the drawing and
corresponding one in the specifications, the latter shall apply.
c. 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

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 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.
5.3. 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 approved 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 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.

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 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, labor, 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 :
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 .
The contractor shall maintain proforma, charts, details regarding machinery, equipment,
labor, materials, personnel etc. As may be specified by the Engineer and submit periodical
returns thereof as may be specified by the Engineer-in-charge.
E. PRIORITIES OF WORKS TO BE EXECUTED:
Priorities for items to be executed shall be determined periodically keeping in view of the
final time limit allowed for the work and all the time schedule fixed for intermediate stages of
work.
F. Revised Programme of Work in case of slippage:
In case of slippage from the approved work programme at any stage, the contractor
shall furnish revised programme to make up slippage within the stipulated time
schedule and obtain the approval of the Engineer-in-charge to the revised programme.
G. Action in case disproportionate progress:
In case of extremely poor progress of the work or any item at any stages of work which in the
opinion of the Engineer-In-Charge cannot be made good by the Contractor considering his
available resources, the Engineer-In-Charge will get it accelerated to make up the lost time
through any other agency, and recover the additional cost incurred, If any, in getting the work
done from the Contractor after informing him about the action envisaged by him.
5.4. 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

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 give immediate intimation thereof to the Engineer such treasure of things which shall be the
property of the Government.
5.5. QUARRIES :
5.5.1. 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.
5.5.2. 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.
5.5.3. 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.
5.5.4. 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.
5.5.5. 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.
5.5.6. The approaches to the quarrying place from the existing public roads shall have to be

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 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.
5.5.7. 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.
5.5.8. 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.
5.5.9. 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.
5.5.10. The Contractor will be permitted to erect structures such as stores, office, huts for the
labors 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.
5.5.11. 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.
5.5.12. 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 a quarry, cost of blasting powder and fuse, lift, lead, repairs to
existing cart tracks, making new cart tracks, control charges, Central/State Government
or Municipal taxes, Local Boards, Cess, etc.
5.6. COLLECTION OF MATERIALS :-
5.6.1. 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

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 compensation, if any damage caused to the quarry either deliberately or through negligence
or for wastage of materials by himself or his staff or labor. 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.
5.6.2. 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.
5.6.3. 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.
5.6.4. The rates in the tender are for the delivery of the approved material on work site, 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.
5.6.5. 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.
5.6.6. 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

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 received.
5.6.7. 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
landslides 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.
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.
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.

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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.
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) Such recognized specifications acceptable to the Engineer-in-charge as equivalent there to
or in the absence of such authorized specifications
f) 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

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 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.
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 required test included in Annexure ‘A’ (on Page No. 120-121) shall be carried out in
Vigilance and Quality Control Laboratory or any approved Government Institutions at the
cost of contractor and balance 70 % in the site laboratory. The test which are not included in
Annexure 'A' , 50 % test shall be carried out each in Vigilance and Quality Control laboratory
and site laboratory. The frequency of testing of construction materials is mentioned in
Annexure-B ( on Page No. 122-123).
If field laboratory is not established by the contractor, 70 % of the required tests shall
be carried out in approved NABL laboratory at his own costs.
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
124-125.

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 x) It is mandatory on the part of Contractor to carry out all the required tests of various
construction materials as mentioned in Schedule-'B' of the Tender.
If the contractor fails to submit required Test Results of the various construction
materials as mentioned in the items of Schedule-'B', he will be liable to deposit the
amount at penal rate of five times of the amount of particular test which he has not carried
out. Contractor will be informed by the Engineer-in-charge by letter. On receipt of letter,
contractor will have to either deposit the said amount or to carry out the required test
within 10 days. If he again failed to carry out the required tests in stipulated time limit, the
said tests will be carried out by the department and total expenditure incurred on the testing
charges plus five times amount of testing charges will be recovered from the
Contractor's bill.
As this recovery is only due to the negligence on the part of contractor to carry out work
as per Tender Conditions and Executive Engineer's decision will be final and binding on
the Contractor and it cannot be challenged by the Contractor by way of Appeal, Arbitration
or in the Court of Law.
xi) Test shall be carried out at approved Government Laboratories or Government institutions as
directed by Engineer-in-charge and all testing charges shall be borne by the Contractor.
xii) 15 % of the rate of the item involving the material shall be withheld and shall be released
only after the receipt of the satisfactory test result wherever specified. Routine test shall
mean testing of aggregate for gradation, flakiness index, impact, value and binder
content. All other tests shall be carried out by the contractor at his own cost. However
the cost of testing of material as directed by Engineer-in- charge for approving a
particular material as laid down in paragraph 7 (ii) to (vi) will have to be borne by
the contractor.

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 124-125 for
information and guidance of the Contractor. These 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 124-125 ). If the field laboratory is not established before
starting on Concrete items, Rs. 10 Lakh will be withheld from the next immediate RA
bill and field tests of construction material (70 % of the tests required as per frequency)

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 shall be carried out in NABL approved laboratory at his own risks and costs. The
withheld amount will be released after establishment of field laboratory. If the laboratory
is not established by the contractor , the amount kept in deposit will be forfeited.

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.
iii. If the site office is not established before starting on Concrete items, Rs. 5 lakh will be
withheld from the next immediate RA bill and will be released after establishment of field
laboratory. If the laboratory is not established by the contractor, the amount kept in deposit

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 will be forfeited.

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.

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.
1) 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.
2) Providing protective head wear to workers, working in quarries etc. to protect them
against accidental fall of materials from above.

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 3)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 :
1) Supporting workmen with proper belts, ropes etc. when working on any masts, cranes,
grabs, hoist, dredger etc.
2) 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
3) Avoiding bare live-wires etc. as would electrocute workers.
4) Making all platforms, stagings and temporary structures sufficiently strong and not
causing the workmen and supervisory staff to take undue risks.
5) 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.
6) 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.

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

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 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.

8.6 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.

8.7 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 at least ten metre 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.
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.

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 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. At least one sweeper per 200 persons should be engaged.
d) The Assistant Director of Public Health shall be consulted before opening a labor
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 labor’s 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 mosquito genic 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 Programmed and as directed by the
Joint Director, (M & F) of Health Services Pune.
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.

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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) M.O.R.T. & H specifications (edition 2013) 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.

9.5 If the standard specifications fall short for the items quoted in the schedule of this contract
reference shall be made to the latest Indian Standard specifications, I.R.C. codes. If any of
items of this contract do not fall in reference quoted above, the decision and specifications
as directed by the Engineer-in-charge shall be final.

9.6 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.

9.7 The contractor should provide at his risk and cost One Technical Supervisor having a valid
Diploma in Civil Engineering obtained from Government affiliated Engineering College
with minimum three year of field experience, out of which minimum two years of
experience in Multistoried Building (G+3) works. His service will be utilized by the
Engineer-in-Charge for period of Project Completion.

10. DEFINITIONS:
Unless excluding by or repugnant to the context :-
a) The expression "Government" as used in the tender documents shall mean the Tribal
Development Department of the Government of Maharashtra.
b) The expression "The Chief Engineer" as used anywhere in the tender papers shall mean

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 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 Tribal
Development Department of Government of Maharashtra.
i) "Drawing" shall mean the drawings referred to in the specifications and any
modifications of such drawings approved in writing by Engineer and such other
drawings as may from time to time be furnished or approved in writing by the
Engineer.
j) "Engineer's representative'' shall mean an assistant of the Engineer notified in
writing to the contractor by the Engineer.
k) "Provisional items" shall mean items for which approximate quantities have been
included in the tender documents.
l) The "Site" shall mean the lands and/or other places, on, under in or through which the
work is to be executed under the contract including any other lands or places which
may be allotted by Government or used for the purpose of contract.
m) The "work" shall mean the works to be executed in accordance with the contract or
part(s) thereof as the case may be and shall include all extra, additional, altered or
substituted works as required for performance of the contract.
n) The "Contract sum" shall mean the sum for which the tender is accepted.
o) The "Accepting Authority" shall mean the officer competent to accept the tender.
p) The "Day" shall mean a day of 24 hours from midnight to midnight irrespective of the

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 number of hours worked in any day in that day.
q) "Temporary works" shall mean all temporary works of every kind required in or about
the execution, completion, or maintenance of the works.
r) "Urgent works" shall mean any measure which, in the opinion of the Engineer-in-
charge, become necessary during the progress of the works to obviate any risk or
accident or failure or which become necessary for security of the work or the persons
working, thereon.
s) The expression "Latest Valid Certificate" as used in the e-tender papers shall mean
certificate issued during the last financial year or certificate issued during the current
financial year of the tender opening as per e-tender system.
t) Where the context so requires, words importing the singular only also include the
plural and vise versa.
Heading and marginal notes, if any, to the general conditions shall not be deemed
to form part thereof or be taken into consideration in the interpretation or
construction thereof of the contract.
Wherever there is mention of "Schedule of Rates" or "DSR" shall mean as "The
Schedule of the rates of the P.W. Division in the jurisdiction of which the work lies."

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

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 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.
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

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 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 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.
Contractor shall make all necessary arrangements to carry out all necessary detail
surveys required as per the Specifications / Tender Conditions, during currency of work /
project, and deliver desired outputs in printed / soft as instructed by engineer in charge at
different stages of works as instructed by the engineer in-charge during the currency of the

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 project, that is from start to finish of the work/project. To carry out such surveys and deliver
desired outputs in printed form / soft copy as instructed by engineer in charge as mentioned
above.
The Contractor shall appoint a survey agency with the approval of the engineer in
charge, for that, Contractor shall submit list of three survey agencies to engineer in charge ,
along with the payment of his security deposit (as required under the clause one of the B-
1 contract) . The engineer in charge on receipt of such list will select one survey agency
out of three and communicate it, along with the work order to contractor. Contractor
should appoint survey agency as selected by the engineer in charge. The survey agency
shall not be changed without permission of the engineer in charge. The survey agency and
/ or contractor shall have
1) Latest survey instruments and/or equipment’s viz. total station, auto levels, plotter etc.
2) Auto CAD, non-auto CAD base software to deliver desired outputs based on survey
carried out using (1) above, in printed/soft copy as instructed by engineer in charge.
3) Necessary trained manpower to work on and deliver as (1) and (2) above
For appointing survey agency, to carry out such surveys and deliver desired outputs in
printed/soft as instructed by engineer in charge as mentioned above the Contractor shall not be
paid separately. His offer shall be inclusive of all.

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.
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. SUPERVISION AND INSPECTION OF WORKS
The Contractor shall either himself supervise the execution of the works or shall

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 appoint the competent agent approved by the Engineer-in-charge, to act on his behalf. If in
the opinion of the Engineer-in-charge, the Contractor has himself no sufficient knowledge
and experience of receiving instructions or cannot give his full attention to the works, the
Contractor shall at his own expenses employ as his accredited agent & qualified Engineer
approved by the Engineer-in-charge. Orders given to the Contractor's agent shall be
considered to have the force as if these had been given to the Contractor himself. If the
Contractor fails to appoint a suitable agent as directed by the Engineer-in-charge, the
Engineer-in charge shall have full power to suspend the execution of the work until
such date a suitable agent is appointed and the Contractor shall be responsible for the
delay so caused to the works and the Contractor shall not be entitled for.
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.
17.2 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.
17.7 All constructional plant, provided by the Contractor shall when brought on to the site be

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 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.
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

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 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.
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 :

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 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 is enclosed on Page No. 124-
125. This shall be considered as incidental to work and no separate payment whatsoever will
be made for the same.
If the field laboratory is not established before starting on Concrete items, Rs.10 lakh will be
withheld from the next immediate RA bill and will be released after establishment of
field laboratory. If the laboratory is not established by the contractor, the amount kept in
deposit will be forfeited.

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 180 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.

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 .

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 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. 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.
vi) The register shall be closed on daily basis and signature of Engineers in charge or his
representative should be taken over it.
30. The execution of Electrical work through Joint venture or subletting shall be the responsibility
of the tenderer.
31. ADDITIONAL TECHNICAL CONDITIONS
31.1 The work shall be carried out in the best workmanship like manner and in strict accordance
with P.W.D. hand book Volume I & II 1960. Edition supplemented by specification attached
and as per Standard Specifications Book of Government of Maharashtra of 1979 and as per

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 specific order of the Executive Engineer or his representative from time to time.
31.2 The orders issued by the Government in P.W. Department and the Superintending Engineer,
P.W. Circle, Thane from 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 & II
and book of standard specification of P.W. Department and the specifications enumerated
above.
31.3 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.
31.4 a) The concrete mix design shall be got approved from Engineer in charge and the mix
design shall give preliminary strength of 1.33 times working strength.
b) The maximum size of aggregate permisible would be as per A-7 page-8 of Standard
Specifications Book 1979 Edition.
31.5 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 construct tank of appro. 5000 liters 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.
31.6 For all sand covering items, use of washed mixer sand (with sand washing machine) is
obligatory. No separate claim in this regard will be entertained.
31.7 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.
31.8 For R.C.C. centering plywood and M.S. sheet of approved quality shall be used and adjustable
props and fasteners shall be used.
31.9 The execution of any work from external side of the building 'H' frame steel scaffolding shall
be used. No separate payment for claims in this regard shall be entertained.
31.10 The scaffolding shall not be supported on existing external walls of the building by making
holes in it and also the scaffolds shall not rest on any part of the building.

32. MAINTENANCE
i. The Contractor shall maintain the Completed Work for a period mentioned in Clause No.
20 after the completion of work without any extra cost to Government irrespective of the
designs, standards and specifications etc. 5% amount of the total work done shall be
recovered from running account bill and shall be withheld for period mentioned in clause
20 from the date of actual completion at the work as maintenance charges of maintaining and
keep Structure in good condition. This 5% amount withheld towards maintenance charges
shall be allowed to be replaced with bank guarantee or other recognised forms

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 at intermediate stage, if so desired in writing. This maintenance charges shall be in addition
to security deposit.
ii. On completion of the work in all respects, necessary certificate will be issued by the
concerned Executive Engineer and the defects liability period will be counted
iii. It will be responsibility of the contracting Agency to maintain Structure under work
portion of this contract Agreement in good condition from the date of issue of work orders, till
completion of defect liability period as per Clause 20 and this shall be treated as part of
total scope of this contract Agreement. In case the contractor fails to maintain Structure
properly including rectification of the defects pointed out by the department within a
period of 7 days from the date of written notice by the Engineer-in-charge rectification
/ repairs to such defects will be carried out by the department at expenditure incurred
on such rectification work shall be recovered from the amount withheld as per Clause 32(i)
iv. All damages during execution shall be made good by the Contractor at his cost. He will be
responsible for any damages during construction and guaranteed maintenance period and no
separate payment will be made for restoring such damages. "Any defects noticed in
Completed Structure within a period mentioned in Clause 20, after completion of work
(including Monsoon) will have to be repaired by the Contractor at his own cost."
v. Defective work is liable to be rejected at any stage. The Contractor on no account can
refuse to rectify the defects merely on reasons that further work has been carried out. No extra
payment shall be made for such rectification.
33. Final Bill
33.1 The contractor should submit final bill within one month after completion of the work and
the same will be paid within 5 months if it is in order. Disputed items and claims, if any
shall be excluded from the bill and settled separately later on
33.2 Bills for extra work or for any claim shall be paid separately apart from the interim bills
for the main work. The payment of bills for the main work shall not be withheld for want of
decision on the extras or claims not covered in the stipulations of the contact.
33.3 Claims for extra work shall be registered within 30 days of occurrence of the event.
However, bills for these claims including supporting data, details may be submitted
subsequently at his own cost.
34. PRELIMINARY ARRANGEMENTS
34.1 The Contractor if necessary construct temporary Structures and maintain these in proper
condition till the completion of the work at his own cost. If necessary, he shall
also, at his own expenses make necessary arrangements for acquisition of land required
by him in connection with the execution of the work.
34.2 The contractor shall have to makes at his own cost all preliminary arrangements
for labour, water electricity and materials etc. immediately after getting the work order.

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 No claim for any extra payment or application for extension of time on the grounds of
difficulty in connection with the above matter, will be entertained.
34.3 The contractor shall at his own expenses, engage watchmen for guarding the materials and
plant and machinery and the work during-day and night against any pilferage of damages
and also for prohibiting trespassers or damage to them.
34.4 The contractor shall have to make his own arrangement for water required for any purpose
on the work.
35. ACCIDENT
In the event of an accident involving serious injuries or damages to human life or death of
any of his employees and or laborers or tress passers, the same will be reported within 24
hours of the occurrence to the Executive Engineer and the Commissioner of workmen's
compensation.
36. PLANT
All constructional plant, provided by the contractor shall when brought on to the site be
deemed to be exclusively intended for the construction of this work and the contractor
shall not remove the same or any part thereof (Say for the purpose of moving it from one part
of the site to another or the repairs etc.) without the consent in writing of the Engineer-
in-charge which shall not be unreasonably with-held. The concreting shall be done by the
ready mix batch type concrete mixer diesel or electrically operated with a minimum size
of 200 liters with automatic water measuring system and integral weighed ( Hydraulic or
pneumatic type one). This RMC Plant may be of portable type.

37. EXPECTED RISKS

1 The contractor shall be under no liability whatsoever by way indemnity or otherwise
for or in respect of destruction of-or damage to the works (save work condemned under
the provisions of specifications and conditions of this tender prior to the occurrence of
any excepted risk hereinafter mentioned) or temporary works or to property whether of the
Department or third parties or for or in respect of injury or loss of life which is the
consequence whatever direct or indirect, were hostilities (whether were to declared or
not) invasion, act of foreign enemies, rebellion, revolution, insurrection or military of
usurped power. Civil war or riot, commotion or disorder otherwise than among the
contractor's own employees or his piece worker and sub- agencies (hereinafter
comprehensively referred to as "The said excepted risks") and the department shall indemnify
and save harmless the contractor against and' from the same and against and from all
claims, demands proceedings, damages, costs charges and expenses, whatsoever arising
there out or in connection therewith and shall compensate the contractor for any loss of
or damage to property of the contractor used for intended to be used / or the purpose of the

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 works and laying at site of work and occasioned either directly or indirectly by the said
excepted risks.
2 If the works or temporary works or any materials (whether for the former or the later brought
to site shall sustain destruction or damages by reasons of any of the said excepted risks,
the contractor shall be entitled payment for any permanent works and for any
materials so destroyed or damaged and shall be paid by the department the cost of
making good any such destruction or damages whatever to the works or temporary works
and for replacing or making good such materials so far as may be necessary for the
completion of the works on a prime costs basis as
3 Destruction, damage injury or loss caused by the explosion or impact whenever and
wherever occurring of any mine bomb, shell, grenade or other projectile missile or
ammunition or explosive or war resulting from action described in above shall be deemed
to be a consequence of the. Said excepted Risk. foreign enemies, rebellion, revolution,
insurrection or military of usurped power. Civil war or riot, commotion or disorder otherwise
than among the contractor's own employees or his piece worker and sub-agencies (hereinafter
comprehensively referred to as "The said excepted risks") and the department shall
indemnify and save harmless the contractor against and' from the same and against and
from all claims, demands proceedings, damages, costs charges and expenses, whatsoever
arising there out or in connection therewith and shallcompensate the contractor for any loss
of or damage to property of the contractor used for intended to be used / or the purpose of the
works and laying at site of work and occasioned either directly or indirectly by the said
excepted risks. the Engineer-in-charge may certify to be reasonable. The contractor shall
lodge his claim, in writing, supported by Engineer-in-charge immediately, but not later than
30 days of such occurrence of damage to works by excepted risk.

38. CONTRACTOR’S FACILITIES

According to the contract ( see para1.3 above) , the Contractor is responsible for the quality
of the entire construction work, and for this purpose he is required to have his own
independent and adequate set up. To meet this requirement:-
A. The Contractor shall set up his own laboratory at locations(s) approved by the Engineer. The
laboratory shall be equipped with modern and efficient equipment with sufficient
standbys suitable to carry out the tests prescribed for different materials and work
according to the specifications. The list of equipment to be procured and the
facilities to be provided shall be got approved by the Engineer. The equipment shall be
maintained in a workable condition to the satisfaction of the Engineer.

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 B. Sampling and testing procedures shall be in accordance with relevant standards of BIS
(previously called lSI) or IRC. Frequency of testing shall be as laid down in the Ministry's

Specifications for Structure and Bridge Work, 5th Revision, 2013. In the absence of relevant
Indian Standards, sampling and testing procedures shall be as approved by the Engineer.
C. The laboratory should be manned by a qualified Materials Engineer assisted by Materials
Inspector / Technicians, and the set up should be got approved by the Engineer.
D. The Contractor should prepare printed proforma for according readings and results of
each type of test, after getting the formats of the performance approved from the Engineer.
E. He should keep a daily record of all the tests conducted by him. Two copies of the test
results should be submitted to the Engineer for his examination and approval, of which one
copy will be returned to the Contractor for being kept at site of work.
The Material Engineer of the Contractor should keep close liaison with the Quality
Control Unit of the Engineer and keep the later informed of the sampling and testing
programme so that the Engineer's representative could be present during this activity, if
considered necessary
39. Quality Assurance Manual : Contractor shall prepare the quality assurance manual booklet
in consultation with the Executive Engineer. Quality assurance manual shall be
comprehensive document covering every aspect of the work. Superintending Engineer shall
approve this document. The quality manual document shall be used only after approval from
Superintending Engineer. Provision of the quality manual be binding on the contractor.
Quality manual shall be treated as a legal document as per with this contract document. It
shall be used till the work is completed in full respect.

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 GENERAL INSTRUCTIONS
1. In the absence of any definite provision on any particular issue in the aforesaid
"Standard Specification "reference may be made to the Volume-II. Codes of practice and
in case of any dispute arising out of interpretation of the above, the Decision of the
Engineer shall be final and binding in the contractor.
2. In so far as any stipulation made herein conflict or is in consistent with any provision of the
standard specification I.S. codes of practice. The stipulation made here always prevail.
3. The Special stipulations which are in addition and over and above the specification
contained in "Standard Specification" are given in forgoing clauses and shall be binding on the
contract without any claim for extra labour and material thereof for.
4. The purpose of these stipulation is to achieve good workmanship and the work done in an
Engineer-like-manner in part as well as in the totally at proper stage of work. This
necessitates and becomes binding on a part of the contractor to obtain written approval and
acceptance of the work done under different items of work at different stages from the
Engineer-in-charge.
5. Not obtaining the written approval /acceptance work done from the engineer-in-charge at a
particular stage of items of works stipulated and processing ahead of the next stage of
work under the same or different item may viewed as serious lapse on part of the contract. In
such an event the work done but not proved by the engineer-in-charge may summarily
rejected. Similarly wherever work done which converts the unapproved work may also be
rejected. Such rejected work shall be removed by the contractor at his own cost.
6. Acceptation of work done and granting permission to the contractor to proceed with
further stage of work as per the stipulation made herein shall be done by the Engineer by such
mentions in "work Order Book" or by letter writing. The Contractor shall have to note and sign
such remarks and certifications made in the work order book maintained at the site of work.
7. In case the contractor finds that part of whole of the excavated material is such that useful for
refilling the excavated pits and trenches and/ or plinth or land development of site of work
he shall informs so in writing to the Engineer requesting for final disposal outside the
premises in the initial stage only. In case the Engineer approves of his fact and such
proposal he shall order for final disposal of excavated un-useful material beyond premises.
8. As soon as the excavation pits and trenches partly or fully by the Contractor he shall get the
same approved in writing from the Engineer and shall not proceed with next item of work
such as laying of soil or bed concrete etc. Without complying with his requirement.
9. As soon as the excavation for foundation is approved he levels of these same shall be taken
recorded by the Engineer in a Separate book known as field book which will be

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 signed by the Contractor in token of acceptance of the same.
10. The depth and height of work done under different hidden items of work in foundation shall be
determined from difference of level of top and bottom. Hence it will b binding upon the
Contractor to arrange for level taking at interval of top and bottom. Hence it will be binding
upon the Contractor to arrange for level taking at intervals and sign the levels taking
at intervals and sign the levels record riled book by the Engineer in token of
acceptance of the same. The Contractor shall not proceed with next items unless this be done
11. The plinth level i.e. floor level of the ground floor shall be got predetermined by the
contractor from the Engineer in Writing.
12. The Floor level shall be fixed in the form of reduced level with reference to the level of
permanent or temporary bench mark fixed shall be properly secured, Constructed,
Protected, and maintained by the contractor at one or more location as ordered by the
Engineer.
13. For Fixing the plinth level the Contractor shall get the made up or the developed
ground level decided before hand writing from the Engineer.
1. For this Purpose, the engineer and the Contractor shall take account following
considerations.
1. Contours and slop of natural ground of works sight.
2. Level of top adjoining public Structure.
3. The length and gradient of approach from the public Structure to the entrance of
building.
14. The plinth level shall be accordance with the height of plinth shown on Architectural drawing
measured above the made up or developed ground level decide and fixed in advance as
above.
15. On the basis of Reduced levels of made up or developed ground level in plinth the Contract
shall submit the Sectional drawing of plinth in to copies to Engineer duly signed by him. He
shall Clearly show thereon the reduced level of flooring at plinth top of bed concrete below
flooring top of the plinth filling on the predetermined reduced level of the made up or
developed ground level. The sectional drawing shall show the section through internal wall and
external walls distinctly duly indicating top of R.C.C plinth beams incase of frame structure
and offset of walls and plinth level and at ground level and inside the foundation, in case
of load bearing structure.
16. The Engineer shall scrutinize the sectional drawing submitted by the Contractor modify the
same of necessary and return one copy of approved drawing to the contractor duly signed
token of approval and acceptance of the content of the drawing. The contractor shall
strictly adhere to the reduced level involved different items of work in plinth as shown on

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 approved plan.
SUBMISSION OF MONTHLY BILL
1. As per Clause 10 of this B1 contract, it is responsibility of the contractor to submit the bill
monthly to the Engineer-In-Charge.

2. In support of the bills, required measurements, drawings, quality control reports (field lab and
VQCC lab as per clause 24 of Additional General Condition), site supervision data
(SCADA) shall be submitted, 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 /Tribal Development Department.

a. Calibration of all Accessories/attachment related to bill shall be as per the specification

b. Submission of printed and authenticated reports to the Engineer In charge as and when
required.

c. All data generated as per this special condition of contract shall be the property of TDD.

d. The architectural and RCC design plan mentioning measurement of items considered shall be
submitted with bill along with photographs.

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 Annexure 'A'

QUALITY CONTROL TESTS

(Refer Additional Specification Condition No.7 (vi) on Page No. 95 )

Sr.No. Material Test

1 Trap Stone i) Compressive Strength.
ii) Water Absorption
2 Trap Metal i) Crushing value.
ii) Impact value.
iii) Abrasion value.
iv) Water Absorption & surface moisture.
v) Flakiness Index & Elongation index
vi) Gradation
3 Natural Sand / VSI grade crushed sand i) Sieve Analysis
ii) Silt / Dust Content
iii) Water Absorption
iv) Surface Moisture
4 Bricks / A.A.C. blocks i) Crushing Strength.
ii) Water Absorption.
5 Flooring Tiles i) Flexural strength
ii) Water Absorption
iii) Abrasion Test
6 Glazed Tiles i) Water Absorption
7 Cement i) Compressive Strength
ii) Initial setting time.
iii) Final setting time.
iv) Specific Gravity
v) Soundness
vi) Fineness
vii) Standard Consistency
8 Steel i) Weight per meter.
ii) Ultimate Tensile stress.
iii) Yield stress
iv) Elongation
v) Bend Test.
vi) Chemical Test

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 9 Interlocking concrete paving block i) Compressive Strength
ii) Fexural Test
iii) Resistance to wear (Abrasion)
10 Wood work (shutters) i) End immersion tests
ii) Knife test
iii) Glue adhesion test
11 Cement Concrete i) Mix design
ii) Compressive strength
iii) Concrete permeability test
v) Flexural strength
vi) workability
12 Structural steel Weight/Running meter
Chemical Composition
13 Aluminum Windows i) Weight per running meter
14 Non Destructive Tests i) Ultra Pulse Velocity
ii) Cover meter
iii) Schmidt Hammer
iv) Core Test

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 Annexure 'B'

Construction Material Testing & its frequency

(Refer Additional Specification Condition No.7 (vi) on Page No.95 )

Sr. Material Frequency

1 CEMENT
1) Consistency
2) Initial & Final Setting time
3) Fineness Test per 50 M.T. above six tests shall
4) Specific Gravity 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 Specification 1 Test per 100 m3
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
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 BRICKS / AAC BLOCKS
1) Water Absorption For each 50000 Nos bricks Above
2) Comp Strength three tests are to be carried out
3) Effloresce
5 Flooring Tiles
1) Flexural Strength For 2000 Nos of Tiles above three tests
2) Water Absorption are to be carried out
3) Abrasion

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 6 Glazed Tiles
1) Water Absorption 1 Test- 6 Tiles per 2000 Nos.
7 Concrete Mix Design 1 Concrete Mix Design for each
8 Compressive strength C.C.Cubes for Qty grade of concrete per every per hour
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
9 MURUM/ SOIL for earth work
1) Optimum Dry Density 2 Test per 5480 m3
2) C.B.R. 1 Test per 5480 m3
3) Liquid & Plastic Limit/Plasticity Index 1 Test per 5480 m3
4) Field Density 97 % P.D. 1 Test per 5480 m3
5) Filed Moisture Content 1 Test per 5480 m3
10 WOOD
1) Moisture Content 1 test per Source
2) Density 1 test per Source
11 WATER
1) P.H. Value for Water and Sand 1 test per Source
2) Chloride & Sulphate content 2 test per Source
12 Steel
1) Weight per meter One test for every 5.0 MT or part
2) Ultimate Tensile Stress thereof for each diameter
3) Yield stress
4) Elongation
5) Chemical composition One test per source / supplier
13 ALUMINIUM WINDOWS
Weight per running meter One Test per section
14 M 40 Precast Door Frame
1) Compressive Strength One Test per 100 frames
15 Roofing Sheets
Thickness & weight per meter One Test per 250 sq.m.

Note : If frequency of tests for any material to be used for work is not mentioned in above table,
the frequency mentioned in relevant BIS codes / IRC Code / MoRTH specifications shall
be followed. The decision of the Engineer in Charge will be final in that case and the
tests will have to be carried out by the contractor at his own costs.

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 LIST OF APPARTUS REQUIRED FOR BUILDING WORK
(Ref. Additional Specification Condition 7 (iv) Page No.94 , Condition 7(ix) Page 95 ,
Condition 7.1 Page 96 and Condition 24 Page 110 )

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 2 Nos.

5.00 meter 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 up to 200 1 No.

0 0
C sensitivity 1 C.

7. Platform balance 548 kg capacity 1 No.

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.
0
adjustable shelves, sensitivity 1 C.

11. Thermometers : Mercury-in-glass thermometer, range 00 to 2500C 4 Nos.

0
Mercury-in-steel thermometer with 30 cm stem, range Upto 548 C.

12. Kerosene or gas stove or electric hot plate. 1 No.

13. Set of IS sieves with lid and pan:

450 mm diameter 1 Sets
63 mm, 53 mm, 37.50 mm, 26.50 mm, 13.20 mm,
9.50 mm, 6.70 mm, and 4.75 mm size
200 mm diameter 2 Sets
2.36 mm, 2.0 mm, 1.18 mm, 600 micron, 425 micron,
548 micron, 150 micron, and 75 micron

14. Water testing Kit 1 Set

15. Atterberg Limits (liquid and plastic limits) Determination apparatus 1 Set

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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 testing machine, 100 Metric Tonne capacity with 1 No.
additional dial for flexural testing.

23 Permeability Test apparatus 1 No.

24 Cover meter 1 No.

23. Non Destructive Testing Apparatus

a) Ultra Pulse Velocity meter 1 No.

b) Schmidt Hammer 1 No.

c) Half Cell Potential 1 No.

d) Core Test – If required 1 No.

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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.
Approved super plasticizers and corrosion inhibitors shall be used to improve workability and
durability of concrete.
1.2 CEMENT CONCRETE IN CONCRETE:
For this purpose the conditions mentioned in additional specifications on Page No. 131 to 135
shall be applicable.
1.3 WATER / CEMENT RATIO:
For high quality concrete of low permeability, the water/cement ratio shall not be 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 no 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 on 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 compound shall be used.
1.5 CONCRETE COVER TO REINFORCEMENT:
(i) The cover concrete must be of the same quality, impermeability and strength as the
rest of the concrete.
(ii) 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.
(iii) The cover must be uniform throughout and it's thickness shall be exclusive of plaster
or other decorative finishes.
(iv) 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.
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. Galvanized wires shall be used. Wherever
possible polythene binding string and polythene bar grips shall be used, after making sure that

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 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 particularly
where there is congestion of reinforcement, shall be tested by light hammering or if possible
by Schmitz hammer. Any portion showing signs of hollowness should be grouted
immediately.

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 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 cast-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 in
charge before any formwork is taken up for concreting.
1.3 The contractor shall entirely be responsible for the adequacy 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 Ply-board shuttering materials to be used shall be marine plywood 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.
2.2 The timber shall be accurately spawned planed on the sides and the surface coming in contact
with concrete.
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 preferred.
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.

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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 poring 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.
5. 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.
a Vertical Formwork to columns, beams, walls 16-24 h
b Soffit formwork to slabs {props to be refixed 3 days
immediately after removal of formwork}
c Soffit formwork to beams {props to be refixed 7 days
immediately after removal of formwork}
d Props to slabs
1}Spanning up to 4.5m 7 days
2}Spanning over 4.5m 14 days
e Props tp beams and arches
1}Spanning upto 6m 14 days
2}Spanning over 6m 21 days

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, plywood for bottom of slab
and 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
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 marine plywood of adequate thickness and grade
only. The centering and supporting arrangement such as standard steel trusses/ joists/ spans

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 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. Wooden ballies shall not be used for supporting centering
of beam & slab bottoms.
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 replacement at his own cost.

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
 SPECIFICATIONS FOR CEMENT CONCRETE WORKS:-

1 DESIGN OF CEMENT CONCRETE MIXES :

a) The materials ( cement, fine aggregates, coarse aggregates & water ) required shall comply
with specifications laid down for the respective items in specification no. B.6 for ordinary
concrete page no. 32 & 33.
1. Standard specifications published by Government of Maharashtra 1979 Edition.
2. I.S. 8112 :- 2000 Specifications for 43 grade ordinary Portland cement.
(Reaffirmed)
3. I.S. 12269 :- 2004 Specifications for 53 grade ordinary Portland cement.
(Reaffirmed)
4. I.S. 12330 :- 2000 Specifications for Sulphate Resistant Portland cement.
(Reaffirmed)
5. I.S. 383 :- 2002 Specifications for coarse and fine aggregate from natural
(Reaffirmed) sources for concrete.
6. I.S. 1786 :- 1985 (Reaffirmed in 2000) Specifications for H.Y.S.D. bars.
7. I.S. 432 Part I :- 1982 Specification for mild steel and medium steel bars
(Reaffirmed in 2000)
8. I.S. 456 :- 2000 Code of practice for plain and reinforced concrete.
If the standard specifications quoted above fall short for items quoted in these
schedule of this contract reference shall be made to the latest British Standard Specifications.
If any of the items of contract do not fall in reference quoted above, the decision and
specifications of the Engineer shall be final.
b) 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.
c) 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
I.S. 456-2000.
The design of concrete mixes for various concrete items in the work shall be obtained
by the contractor at his cost from an approved laboratory.
For concrete of Grade M-15/ M-25 - 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.
d) Cement from same stock sent for mix design shall be used for concrete work. Mix design

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
 shall be reverified / modified after every four months or whenever there is change in source
of quarry materials , whichever is earlier.
e) Theoretical consumption of cement considered while framing estimate for cement concrete of
M-15 grade is 548 kg/cu.m. , cement consumption for cement concrete M-20 grade is 350
kg/cu.m. & cement consumption for cement concrete M-25 grade is 375 kg/cu.m.
Mix design involving change in theoretical cement consumption more than 2 % on lower side
of theoretical consumption will not be allowed.
f) The minimum cover to the reinforcement shall be provided as stipulated in I.S.456-2000 for
the corresponding structural member.
g) Detailing of the reinforcement shall be as per the guidelines in I.S.456-2000, Design Circle’s
Technical Note 7502.
h) Cement from same stock sent for mix design shall be used for concrete work. Mix design
shall be reverified / modified after every four months or whenever there is change in source
of quarry materials , whichever is earlier.
i) The river sand brought on site shall be washed by sand washing machine prior to its mixing
for concrete. This condition is applicable for sand related items elsewhere. No claims or
enhancement of rates due to this provision shall be entertained.
2. FORMWORK 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 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.
4. MIXTURE OF CONCRETE :-

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
 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 or
such other type of mixer as the Engineer may approve.
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. Concrete surface immediately after finishing shall be covered with
L.D.P.E. film and water curing shall be started after final setting of concrete.
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.
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

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
 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 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. Approved corrosion inhibitors shall
be used to improve durability of concrete.
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 clause 16 of ARE
456-2000.
ACCEPTANCE CRITERIA
16.1 Compressive Strength
The concrete shall be deemed to comply with the strengt h requirements when
both the following condition are met
a) The mean strength determined from any group of four consecutive test results
compiles with the appropriate limits in column 2 of Table 11 i.e. not less than i) fck
+0.825 x Standard Deviation (i.e. 4.0) or ii) fck - 3 N/mm2 whichever is greater.
b) Any individual test result complies wi th the appropriate limits in column no. 3 of

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
 Table 11 i.e. not less than fck -3 N/mm2.
16.2 Flexural Strength
When both the following conditions are met, the concrete complies with the specified
flexural strength.
a) The mean strength determined from any group of four consecutive test results
2
exceeds the specified characteristic strength by at least 0..3 N/mm
b) The strength determined from any test result is not less than the specified
characteristic strength less 0..3 N/m2.
16.3 Quantity of Concrete Represented by Strength test Result
The quantity of concrete represented by a group of four consecutive test results shall
incl ude the batches from w hich .the first and last samples were taken together with
all intervening batches.
For the individual test result requirements given in col 3 of Table 11 i.e. not less than
fck - 3 N/mm2 or in item (b) of 16.2 i.e. not less than the specified characteristic
strength less 0..3 N/m2.Only the particular batch for which the sample was taken shall be
at risk.
Case falling outside the above limit shall be examined by the Engineer on Merits in each case.
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.

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
 GENERAL SPECIFICATION FOR WATERPROOFING

Rates for respective items shall include for the additional specification
1. The work of waterproofing described in the following items shall be carried out by The contractor
only through a renowned specialist waterproofing agency using cement waterproofing
compounds, as approved in writing by the Engineer-in-charge.
2. The Contractor shall give before execution, detailed specifications for each item of works of
waterproofing to be executed according to the specifications of the specialized agency, he
proposes to employ, for approval. The work shall not be started unless approval in writing is
given by the Engineer in charge to the said specification.
3. The Contractor shall give a guarantee bond on requisite stamp paper for a minimum period of 10
years for all the items of waterproofing done. During the guarantee period the Contractor shall
entirely be responsible to rectify any defect at his own cost to maintain the work in waterproof
condition. The waterproofing Contractor shall also have to make good all the surroundings
disturbed by him during the rectification work at his own cost. The form of written guarantee
shall be on a legal stamped agreement acceptable to the Government. The Guarantee shall be
given within one month from the date of completion of water proofing treatment but any delay in
furnishing the guarantee shall not relieve the contractor from implications of the clause.
4. 10% (Ten percent) of the cost of the waterproofing work executed shall be retained as "Retention
Money" for a period of 10 years covering the guarantee, and the same shall be released only after
satisfactory performance of the treatment during guarantee period of 10 years. This amount may
be converted into any approved interest bearing security (for 10 years after completion of defect
liability period), in the name of Executing Engineer, Public Works Tribal Division, Thane on
receipt of such written request from the contractor.
5. The waterproofing agency as approved by Engineer-in-charge shall provide and install at his own
cost the following for his own use and remove the same after completion of the work: I) Two
pumps electrical/ diesel operated for watering and curing of work at any level in the building.
Curing for all items shall be carried out for a minimum period of 14 days. Temporary Mild Steel
Water storage tanks. Temporary galvanized iron piping and fittings for water line. Flexible hose
lengths. Cement Godown, site office.
6. Injections .to reinforced cement concrete slab, wherever required, have to be undertaken by the
Contractor free of cost.
7. Before starting the waterproofing work, the surface receiving the treatment shall be cleaned
properly.
8. The item of waterproofing as given in the Schedule `B' applies for work in any position and on
any floors and at any heights. The lift of materials shall not form any criteria for extra payment.

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
 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.

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
 DECLARATION OF THE CONTRACTOR

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, P.W (Tribal ) Division, Thane or his duly authorized
representative before starting the work and to abide by his decision.
I/We hereby undertake to pay the laborers engaged on the work as per minimum wages Act
1948 applicable to the Zone concerned.

Signature of Contractor

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
 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 along with a micro-film of the same to Engineer for record and reference purpose at
the contractor’s cost.

CONTRACTOR NO OF CORRECTIONS C EXECUTIVE ENGINEER

P.W. (TRIBAL) DIVISION THANE
 Name of Work :- Construction of Multipurpose Center under Prime Minister Janman Central Scheme at Dhokshet Dharanachiwadi,Dhokshet
Jambhulwadi,Parali Adihvasiwadi,Kalamb Adhivasiwadi,Tal.Sudhagad Dist. Raigad
SCHEDULE - 'A'
Sr.No Particulars Quantity Unit Rate at which the materials will be Place of Delivery
charged to the contractor
In figure In words
1 2 3 4 5 6

- - - - - - - - - - - - N I L - - - - - - - - - - - -

Assistant Engineer Grade-1 Executive Engineer

P. W. (Tribal) Sub-Division, Shahpur P. W. (Tribal) Division, Thane

Executive Engineer

Contractor's No. of Corrections

 Name of Work :- Construction of Multipurpose Center under Prime Minister Janman Central Scheme at Dhokshet Dharanachiwadi,Dhokshet Jambhulwadi,Parali
Adihvasiwadi,Kalamb Adhivasiwadi,Tal.Sudhagad Dist. Raigad

SCHEDULE - 'B' [ Part (A) : Work Portion ]

Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
1) FOR MULTIPURPOSE CENTER AT DOKSHET
DHARANACHIWADI TAL.SUDHAGAD
1 Labour charges for removing grass, thorney shrubs, Jungli
shrub, Kubabul and alike grass along roadside making the ground
clean by showel and phavaras etcetra complete.

225.00 8.13 Rupees eight and paise thirteen only One Square 1829.25
Metre
2 Excavation for roadway in earth, soil of all sorts, sand, gravel or soft
murum including dressing section to the required grade, camber and
side slopes and conveying the excavated materials with all lifts upto
a lead of 50 metre and spreading for embankment or stacking as
directed.

67.50 130.78 Rupees one hundred thirty and paise One Cubic 8827.65
seventy-eight only Metre
3 Conveying materials obtained from road cutting including all lifts,
laying in layers of 20 centimetre to 30 centimetre breaking clods,
dressing to the required lines, curves, grades and section, watering
and compacting to not less than 97% of standard proctor density for
a lead of 300 metre to 500 metre inclusive, from the site of excavation
to the site of deposition as directed.

33.75 431.91 Rupees four hundred thirty-one and paise One Cubic 14576.96
ninety-one only metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
4 Excavation for foundation in earth, soil of all types, sand, gravel and
soft murum including removing the excavated material up to
required distance beyond the building area, stacking and spreading
as directed, dewatering if required, preparing the bed for the
foundation and necessary back filling, ramming, watering including
shoring and strutting etcetera complete as directed for all leads and
lifts.

47.15 227.49 Rupees two hundred twenty-seven and One Cubic 10726.15
paise forty-nine only Metre
5 Excavation for foundation in hard murum including removing
the excavated material upto distance of 50 metres beyond the
building area and stacking and spreading as directed,
dewatering, preparing the bed for the foundation and necessary
back filling, ramilimetering, watering including shoring and
strutting et- cetra complete. (Lift upto 1.50 m) By Manual Means

15.61 401.14 Rupees four hundred one and paise One Cubic 6261.80
fourteen only Metre
6 Providing dry trap rubble stone soling 15 centimetre to 20 centimetre
thick including hand packing and compacting etcetera complete as
directed. (including all leads and lifts)

57.89 1840.81 Rupees one thousand eight hundred forty One Cubic 106564.49
and paise eighty-one only Metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
7 Providing and laying Cast in situ/ Ready Mix cement concrete M-10
of trap metal for foundation and bedding including bailing out water
if required, formwork, laying/ pumping, compacting, finishing
uneven and honey combed surface if required, curing etcetera
complete with fully automatic micro processor based Programmable
Logic Controller with Supervisory Control and Data AcquIndian
Standard Institutetion enabled reversible Drum Type mixer/
concrete Batch mix plant (Pan mixer) with fine aggregate as finely
washed Natural Sand/ Vertical Shaft Impactor Grade Crushed sand
etcetera complete as directed. (including all leads and lifts)

21.16 6976.75 Rupees six thousand nine hundred One Cubic 147628.03
seventy-six and paise seventy-five only Metre

8 Providing and fixing in position Thermo Mechanically Treated -

Ferrous - 500 bar reinforcement of various diameters of TISCON,
SAIL, TATA Steel, RINL (Rashtriya Ispat Nigam Limited - Vizag),
JSW or with embossing of Indian Standard Institute Trade Mark and
Thermo Mechanically Treated T Brand at every 1.00 meter interval
on every bar confirming to Indian Standard 1786 for Reinforced
Cement Concrete footings, columns, beams, lintels, chajjas, canopies,
slabs, staircase, waist slas, pardis, copings, fins, arches etcetera as per
detailed designs, drawings and schedules including cutting,
bending, hooking the bars, binding with Galvanised Iron binding
wires of appropriate gauge and supporting etcetera complete as
required. (including all leads and lifts)

4.08 98866.51 Rupees ninety-eight thousand eight One Metric 403375.36

hundred sixty-six and paise fifty-one only Tonne

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
9 Providing and laying in situ/ Ready Mix cement concrete Mix 20 of
trap/ granite/ quartzite/ gneiss metal for Reinforced Cement
Cocrete work in foundations like raft, strip foundations, grillage and
footings of Reinforced Cement Cocrete columns and steel stanchions
etcetera including bailing out water, Steel centering formwork,
laying/ pumping cover blocks, compaction and curing roughening
the surface if special finish is to be provided (Excluding
reinforcement and structural steel) etcetera complete, with fully
automatic micro processor based Programmable logic Controller
with Supervisory Control and data Aquisition enabled reversible
Drum Type mixer/ concrete Batch mix plant (Pan mixer) etcetera
complete. With fine aggregate (Crushed sand Vertiacl Shaft Impactor
Grade)

8.32 8374.18 Rupees eight thousand three hundred One Cubic 69673.18
seventy-four and paise eighteen only metre
10 Providing and laying Cast in situ/ Ready Mix cement concrete Mix
20 of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement
Cocrete columns as per detailed designs and drawing or as directed
including steel centering, formwork, cover blocks, laying/ pumping,
compaction finishing the formed surfaces with cement mortar 1:3 of
sufficient minimum thickness to give a smooth and even surface or
roughening if special finish is to be provided and curing etcetera
complete. (Excluding reinforcement and structural steel). with fully
automatic micro processor based Programmable logic Controller
with Supervisory Control and data Aquisition enabled reversible
Drum Type mixer/ concrete Batch mix plant (Pan mixer) etcetera
complete. With fine aggregate (Crushed sand Vertical Shaft Impactor
Grade)

8.50 15714.40 Rupees fifteen thousand seven hundred One Cubic 133572.40
fourteen and paise forty only metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
11 Providing and laying Cast in situ/ Ready Mix cement concrete Mix
20 of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement
Cocrete beams and lintels as per detailed designs and drawings or as
directed including steel centering, formwork, cover blocks, laying/
pumping, compactionand roughening the surface if special finish is
to be provided and curing etcetera complete. (Excluding
reinforcement and structural steel). with fully automatic micro
processor based Programmable logic Controller with Supervisory
Control and data Aquisition enabled reversible Drum Type mixer/
concrete Batch mix plant (Pan mixer) etcetera complete. With fine
aggregate (Crushed sand Vertical Shaft Impactor Grade)

23.64 14050.51 Rupees fourteen thousand fifty and paise One Cubic 332154.06
fifty-one only metre
12 Providing second class Burnt Brick masonry with conventional/
Indian Standard type bricks in cement mortar 1:6 in foundations and
plinth of inner walls/ in plinth external walls including bailing out
water manuall, striking joints on unexposed faces, raking out joints
on exposed faces and watering Including all lead and lifts etcetera
complete.

13.67 8928.88 Rupees eight thousand nine hundred One Cubic 122057.79
twenty-eight and paise eighty-eight only Metre

13 Filling in plinth and floors with contractors material brought from

outside and approved by Engineer in charge including watering and
compacting in layers of 15 centimetre to 20 centimetre etcetera
complete as directed. (including all leads and lifts)

46.05 910.52 Rupees nine hundred ten and paise fifty- One Cubic 41929.45
two only Metre
14 Filling in plinth and floors with approved excavated material in
15centimeter to 20 centimeter layers including watering and
compacting etcetera complete.

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
23.33 131.88 Rupees one hundred thirty-one and paise One Cubic 3076.76
eighty-eight only Metre
15 Providing second class Burnt Brick masonry with conventional/
Indian Standard type bricks in cement mortar 1:6 in superstructure
including striking joints, raking out joints, watering and scaffolding
etcetera Complete
45.64 8785.41 Rupees eight thousand seven hundred One Cubic 400966.11
eighty-five and paise forty-one only Metre

16 Providing second class Burnt Brick masonry with conventional/

Indian Standard type bricks in cement mortar 1:4 in half brick thick
wall including mild steel longitudinal reinforcement of 2 bars of 6
millimetre diameter/ 2 hoop iron strips 25 millimetre X 1.6
millimetre placed at every third course, properly bent and bonded at
ends scaffolding, racking out joints and watering etcetera complete.

28.13 1277.64 Rupees one thousand two hundred One Square 35940.01
seventy-seven and paise sixty-four only Metre

17 Providing and fixing M-40 grade precast concrete door frame of size
60 millimetre x 100 millimetre vibrated pull cast or similar type with
chamfer conforming to Indian Standard 6524-1983 having 6
millimetre diametres bars 3 Numbers and stirrups at the rate of 250
millimetre centre to centre and fixing in wall with 6 Numbers of hold
fast of 12 millimetre diametre bars 500 millimetre long including
cleaning the frame surface, necessary primer and oil painting of
appoved make and colour shade etcetera complete as directed
including all leads and lifts.

56.40 1171.53 Rupees one thousand one hundred One Running 66074.29
seventy-one and paise fifty-three only metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
18 Providing and laying Cast in situ/ Ready Mixcement concrete M-20
of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement
Concrete chajja as per detailed design and drawings including steel
centering, formwork, cover blocks, laying/ pumping, compacting
and roughening the surface if special finish is to be provided and
curing complete. (Excluding reinforcement and structural steel). with
fully automatic micro processor based Programmable logic
Controller with Supervisory Control and data Aquisition enabled
reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer)
etcetera complete. With fine aggregate (Crushed sand Vertical Shaft
Impactor Grade)

0.85 15878.15 Rupees fifteen thousand eight hundred One Cubic 13496.43
seventy-eight and paise fifteen only Metre

19 Providing and laying Cast in situ/ Ready Mix cement concrete M-20
of trap/ granite/ quartzite/ gneiss metal for Reiforced Cement
Concrete slabs and landings as per detailed designs and drawings
including steel centering, formwork, cover blocks, laying/ pumping,
compaction finishing the formed surfaces with cement mortar 1:3 of
sufficient minimum thickness to give a smooth and even surface or
roughening if special finish is to be provided and curing etcetera
complete, (Excluding reinforcement and structural steel). with fully
automatic micro processor based Programmable logic Controller
with Supervisory Control and data Aquisition enabled reversible
Drum Type mixer/ concrete Batch mix plant (Pan mixer) etcetera
complete. With fine aggregate (Crushed sand Vertical Shaft Impactor
grade)

4.71 15878.15 Rupees fifteen thousand eight hundred One Cubic 74786.09
seventy-eight and paise fifteen only Metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
20 Providing structural steel work in trusses, other similar trussed
purlins and members with all bracing, gusset plates etcetera as per
detailed designs and drawings or as directed including cutting,
fabricating, hoisting, erecting fixing in position, Making riveted/
bolted/ welded connection and one coat of anticorrosive paint and
over it 2 coats of oil painting approved quality and shade Including
all lead and lifts etcetera complete.

3.37 111926.56 Rupees one lakhs eleven thousand nine One Metric 377192.51
hundred twenty-six and paise fifty-six Tonne
only
21 Puf Roof Panel: Sandwich panel for roof 50 milimetre thick(puf) The
base material being Mangalore Tile shape profile Pre-painted
coating.External face brick Red.PCT 0.4 milimetre Cover Width of
the panel will be 990 milimetre. Crest height of 30 milimetre pitch of
198 milimetre.The length of panel as per site length requirement the
side lapping and over lapping joints of the self supporting panels
shall be vapour tight.The PUF panels external and internal sides
have guard film protection and confirmd Indian Standard-123436-
1988.The to sheet have profiled and bottom sheet have a micro rib
finishing thermal conductivity of 0.024 w/mk. Density shall be 40+/.
2 kilogram per metercube CFC/HCFC free Installation shall be
Using Hourse Power or equivalent Hex head self drilling Screws
with washer 12-14*100 milimeter size of required.Make:Therm:shield
include Ridge Tiles of Width 990 milimeter and end batterns

301.99 2335.38 Rupees two thousand three hundred One Square 705261.41
thirty-five and paise thirty-eight only Metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
22 Providing sills of required material 20 milimetre to 25 milimetre
thick, on a bed of cement mortar 1:4 including cement float, filling
joints with neat cement slurry, curing, moulding edges, polishing,
cleaning complete.
b) Granite

16.80 4282.36 Rupees four thousand two hundred One Square 71943.65
eighty-two and paise thirty-six only Metre
23 Providing sand faced plaster externally in cement mortar using
approved screened sand, in all positions including base coat of 15
millimetre thick in cement mortar 1:4 using waterproofing
compound at 1 kilogram 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 millimetre thick in cement mortar 1:4
finishing the surface by taking out grains and curing for fourteen
days scaffolding etceteracomplete as directed. (including all leads
and lifts)

258.35 719.35 Rupees seven hundred nineteen and paise One Square 185844.07
thirty-five only Metre
24 Providing and laying full body vitrified matt fininsh tiles having size
590 milimeter to 605 milimeter x to 605 milimeter of 8 to 10
milimeter thickness and confirming Indian Standard 15622-2006
(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 etcetera complete.

181.88 1768.52 Rupees one thousand seven hundred One Square 321658.42
sixty-eight and paise fifty-two only Metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
25 Providing and laying full body vitrified matt finish tiles having size
590 milimeter to 605 milimeter x to 605 milimeter of 8 to 10
milimeter thickness and confirming Indian Standard 15622-2006
(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 etcetera
complete.

13.40 1851.66 Rupees one thousand eight hundred fifty- One Square 24812.24
one and paise sixty-six only Metre
26 Providing and laying ceramic tiles having size 30 centimeter. x 45
centimeter. confirming to corresponding Indian Standard for dado
and skirting in required position with readymade adhesive mortar of
approved quality on plaster of 1:2 cement mortar including joint
filling with white or colour cement slurry cleaning curing etcetra
complete.

28.89 1415.35 Rupees one thousand four hundred One Square 40889.46
fifteen and paise thirty-five only Metre
27 Providing internal cement plaster 12 milimetre thick in single coat in
cement mortar 1:5 without neeru finish to concrete or brick surfaces,
in all positions including scaffolding and curing etcetera complete.

512.91 305.26 Rupees three hundred five and paise One Square 156570.91
twenty-six only Metre
28 Providing and fixing Orissa type white glazed earthenware 575
milimeter water closet pan including S trap with earthenware foot
rests, cast iron soil and vent pipe upto outside face of the wall 1:2:4
brick bat lime concrete bedding without flushing tank and its
accessories et- cetra complete.

2.00 4403.69 Rupees four thousand four hundred three One Number 8807.38
and paise sixty-nine only

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
29 Providing and fixing European type Colour glazed earthenware
water closet pan with UPolyvinyl Chloride seat and lid with
chromium plated brass hinges and rubber buffers including
UPolyvinyl Chloride and vent pipe up to the outside face of wall 10
liter enameled low level flushing cistern with fittings pipe stop tap
brackets for fixing cistern 32 milimeter dia. UPolyvinyl Chloride
flush pipe with fittings and clamps,20 milimeter dia.UPolyvinyl
Chloride overflow pipe ,mosquito proof couplings Galvanized Iron
chain and pulley,with water Jet and fitting including cutting and
making good to the walls and floors testing etcetra complete.(
prior approval of sample and brand by Executive Engineer is
necessary before use)

2.00 12741.03 Rupees twelve thousand seven hundred One Number 25482.06
forty-one and paise three only

30 Providing and fixing white glazed earthenware Wash Hand

Basin of 63centimeter x 45centimeter size including Bib cock stop
tap brass heavy 15milimeter, brackets, rubber plugs and brass chain,
stop tap and necessary pipe connection including Polyvinyl Chloride
waste pipe and trap up to the outside face of the wall.

2.00 7715.01 Rupees seven thousand seven hundred One Number 15430.02
fifteen and paise one only
31 Providing and fixing on walls/ ceiling/ floor 25 milimetre diametre
Chlorinated Poly Venyl Chloride pipe of Finolex/ Supreme/ Jain/
Astral make with necessary fittings, remaking good the demolished
portion etcetera complete. Including removing existing pipe line if
necessary and conveying and stacking the same in Public Works
Department chowky or as directed etcetera complete.

50.00 390.15 Rupees three hundred ninety and paise One Running 19507.50
fifteen only Metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
32 Providing and fixing on walls/ ceiling/ floor 32 millimetre diametre
Chlorinated Poly Venyl Chloride pipe of Finolex/ Supreme/ Jain/
Astral make for water supply including fixing Galvanised Iron
bracket of required size to keep the pipe 40 to 65 millimetre away
from face of walls and fixing with U clip nut bolt with necessary
fittings, remaking good the demolished portion etcetera complete as
directed.

20.00 452.79 Rupees four hundred fifty-two and paise One Running 9055.80
seventy-nine only Metre
33 Providing, laying and fixing Poly Vinyl Chloride pipe of 110
millimetre diameter of Finolex/ Supreme/ Jain/ Astral make for
soil/ vent pipes including fixing Galvanised Iron bracket of required
size to keep the pipe 40 to 65 millimetre away from face of walls and
fixing with U clamps nut bolt with fittings such as bends, tees,
reducers etcetera including necessary excavation, trench filling
etcetera complete as directed.

35.00 652.81 Rupees six hundred fifty-two and paise One Running 22848.35
eighty-one only Metre
34 Providing and constructing Brick Masonry Inspection Chamber 60
centimetre x 45 centimetre x 90 centimetre average depth including
1:4:8 cement concrete foundation 1:2:4 cement concrete channels half
round Glazed Stone Ware pipes, brick masonry, plastering from
inside and with frame fixed in cement concrete with Reinforced
Cement Concrete Cover etcetera complete as directed. (including all
leads and lifts)

4.00 10496.43 Rupees ten thousand four hundred ninety- One Number 41985.72
six and paise forty-three only
35 Providing soak pit of size 120 centimetre x 120 centimetre x 120
centimetre including excavating and filling with brick-bats.

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
1.00 3244.25 Rupees three thousand two hundred forty- One Number 3244.25
four and paise twenty-five only
36 Providing and fixing Poly Vinyl Chloride Rain water pipes of 160
millimetre outer diameter and having wall thickness of 2.2 to 2.7
millimetre of Finolex/ Supreme/ Jain/ Astral make confirming to
Indian Standard 13592-1992 including proper rainwater receiving
recess with Poly Vinyl Chloride plug, bend, necessary fittings, such
as, offsets, shoes, including fixing Galvanised Iron bracket of
required size to keep the pipe 40 to 65 millimetre away from face of
walls and fixing with U clamps nut bolt of approved quality and
number, filing the joint using rubber gasket with solvent cement and
properly resting the shoe of pipes on cement concrete or masonry
blocks including necessary scaffolding and maintenance for 3 years
for any leakages or dislocations of pipes. All the Poly Vinyl Chloride
fittings and additional 2 piece socket clips shall be got approved
from engineer in charge etcetera complete. (The contractor shall give
3 years guarantee bond for payment)

15.00 1627.62 Rupees one thousand six hundred twenty- One Running 24414.30
seven and paise sixty-two only Metre
37 Providing and fixing High Density Polyethelyne container one piece
moulded water tank made out of low density polythyler and built
corrugation including of delivery up to destination hoisting and
fixing of accessories such as inlet, outlet overflow of all tanks
capacity above 1000 to 20,000 litres Including all lead and lifts
etcetera complete.

1500.00 12.09 Rupees twelve and paise nine only One Litre 18135.00
38 Providing and fixing 40 milimetre diametre Ball cock medium type
with Poly vinyl Chloride float including sockets and necessary
fittings and tested as per municipal requirements etcetera complete.
2.00 1329.79 Rupees one thousand three hundred One Number 2659.58
twenty-nine and paise seventy-nine only

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
39 Providing and fixing Chromium Plated BIB cock with wall flange of
approved make including necessary sockets/ union nut etcetera
4.00 complete. 1217.69 Rupees one thousand two hundred One Number 4870.76
seventeen and paise sixty-nine only
40 Providing and fixing in position Unplasticized Poly Vinol Chloride
ultra violet stabilized 110 millimetre outer diameter cowl dome
confirming to Indian Standard-4985 including making joints with
solvent cement etcetera complete
1.00 185.73 Rupees one hundred eighty-five and paise One Number 185.73
seventy-three only
41 Providing and laying in trenches 15 millimetre diametre Chlorinated
Poly Venyl Chloride pipe of Finolex/ Supreme/ Jain/ Astral make
for water supply including necessary excavation, fittings. refilling
trenches etcetera complete as directed.

30.00 300.03 Rupees three hundred and paise three only One Running 9000.90
Metre
42 Providing and laying in trenches 20 millimetre diametre Chlorinated
Poly Venyl Chloride pipe of Finolex/ Supreme/ Jain/ Astral make
for water supply including necessary excavation, fittings. Refilling
trenches etcetera complete as directed.

30.00 341.79 Rupees three hundred forty-one and paise One Running 10253.70
seventy-nine only Metre
43 Providing fine cement finish 1.5 millimetre thick over green plaster
surface including scaffolding curing etcetera complete.
24.42 79.75 Rupees seventy-nine and paise seventy- One Square 1947.50
five only Metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
44 Providing and fixing in position. (as per Indian Standard 1868/ 1982)
Aluminium sliding window of two tracks with rectangular pipe
having overall dimension 63.50 x 38.10 x 1.02 milimetre at weight
0.547 Kilogram/One Running Metre. and window frame bottom
track section 61.85 x 31.75 x 1.20 milimetre at weight 0.695
Kilogram/One Running Metre. Top and side track section 61.85 x
31.75 x 1.30 milimetre at weight 0.659 Kilogram/One Running
Metre. The shutter should be of bearing bottom 40 x 18 x 1.25
milimetre at weight 0.417 Kilogram/One Running Metre. Inter
locking section 40 x 18 x 1.10 milimetre at weight 0.469
Kilogram/One Running Metre. And handle section 40 x 18 x 1.25
milimetre at weight 0.417 Kilogram/One Running Metre. and top
section 40 x 18 x 1.25 milimetre at weight 0.417 Kilogram/Running
metre. As per detailed drawings and as directed by Engineer in
charge with all necessary Aluminium sections fixtures and
fastenings such as roller bearing in nylon casting and self locking
catch fitted in vertical section of shutter including 5 milimetre thick
plain glass with all required screws and nuts etcetera complete. With
powder coating without box

22.50 5345.54 Rupees five thousand three hundred forty- One Square 120274.65
five and paise fifty-four only Metre
45 Providing and fixing in position powder coated aluminium louvered
windows/ ventilator of various sizes with powder coating as per
detailed drawing and specifications including aluminium frames 80
x 38 millimetre x 1.22 millimetre box type, 5 millimetre thick sheet
glass louvers, of approved quality etcetera complete.

3.24 3810.23 Rupees three thousand eight hundred ten One Square 12345.15
and paise twenty-three only Metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
46 Providing and fixing mild steel grill work for windows, ventilators,
etcetra 15 Kilogram per Square Metre as per drawing including
fixtures necessary welding and painting with one coat of
anticorrosive paint and two coats of oil painting complete.

24.66 1875.99 Rupees one thousand eight hundred One Square 46261.91
seventy-five and paise ninety-nine only Metre

47 Providing and laying Antiskid Ceramic tiles of approved quality of

company Johnson/ RAK/ Kajaria/ Nitco/ Asian or equivalent make
of size 30 centimetre x 30 centimetre and confirming to Indian
Standard 15622-2006 (Group-B HA) for antiskid flooring in toilet
area laid on a bed of cement mortar 1:4 including cement float, filling
joint with cement slurry cleaning curing etcetera complete as
directed.

7.56 1328.92 Rupees one thousand three hundred One Square 10046.64
twenty-eight and paise ninety-two only Metre
48 Providing and fixing 90 centimeter x 60 centimeter Marble plate
engraving 10 centimeter. height letter, figures including painting
the lefters or figures with approved colour and shade complete

1.00 8400.76 Rupees eight thousand four hundred and One Number 8400.76
paise seventy-six only
49 Providing and laying Polished Tandur Stone flooring 25 millimetre
to 30 millimetre thick required width in plain pattern for courtyard
on a bed of Cement Mortar 1:6 including cement float, filling joints
with neat cement slurry, curing, polishing and cleaning etcetera
complete.

10.70 1195.66 Rupees one thousand one hundred ninety- One Square 12793.56
five and paise sixty-six only Metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
50 Providing and laying chequered tiles of approved quality of size 30
centimetre x 30 centimetre confirming to corresponding Indian
Standard for flooring in required position laid on a bed of 1:4 cement
mortar including cement float, filling joint with cement slurry
cleaning curing etcetera complete.

14.90 818.24 Rupees eight hundred eighteen and paise One Square 12191.78
twenty-four only Metre
51 Providing and fixing frame with or without ventilator of size as
specified with Country non teak wood for doors and windows
including chamfering, rounding, rebating, iron holdfast of size
300milimeter x 40milimeter x 5milimeter with oil painting, etcetra
complete.

0.15 117716.09 Rupees one lakhs seventeen thousand One Cubic 17657.41
seven hundred sixteen and paise nine only metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
52 Providing and Fixing 30 milimetre thick BOTH SIDE PRELAMINATED
SOLID PANEL Poly Vernyl Chloride DOOR SHUTTER consisting of frame
made out of Mild Steel tubes of 19 guage thickness and, size 19 x 19
milimetre for styles and 15 x15 milimetre for the top and bottom rails, Mild
Steel frame shall have a coat of metel primer of approved make and
manufacture. Mild Steel frame shall be covered with heat mouled Poly
Vernyl Chloride 'C' channel made from 5 milimetre (+/ 0.25) thick
prelaminated sheet of density 600 Kilogram/ cubic Metre, of size 30
milimetre thickness 70 milimetre width out of which 50 milimetre shall be
flat and 20 milimetre shall be tapered in 45 angle on either side forming
stiles; and 5 milimetre thick, 95 milimetre wide Poly Vernyl Chloride sheet
out of which 75 milimetre shall be falt and 20 milimetre shall be tapered in
45 on the inner side to form top and bottom rail and 115 milimetre wide
Poly Vernyl Chloride sheet out of which 75 milimetre shall be falt and 20
milimetre shall be tapered on both sides to form lock rail. Top, bottom and
lock rail shall be provided either side of the panel. An additional 5
milimetre (+/ 0.25) thick Poly Vernyl Chloride strip of 20 milimetre width
is to be stuck on the bottom side of the 'C' channel prelaminated paneling
of 5 milimetre (+/ 0.25) thick Poly Vernyl Chloride sheet to be fitted inside
the Mild Steel frame welded/ sealed to the styles and rails with 5
milimetre (+/ 0.25) x 30 milimetre Poly Vernyl Chloride sheet beading on
either side and joined together with solvent cement adhesive etcetera 10
milimetre thickness (5 milimetre (+/ 0.25) x 2 nos ) 20 milimetre wide cross
Poly Vernyl Chloride sheet as gap insert for the rail and bottom rail. Door
to be fixed to frames with 3 numbers Mild Steel powder coated but hinges
of size 100 milimetre long steel screws drilled suitable to pass through
both the walls of the M.S tube.other hardwares

7.20 7196.25 Rupees seven thousand one hundred One Square 51813.00
ninety-six and paise twenty-five only Metre
53 Providing and fixing solid core flush door shutter in single leaf 32
millimetre thick decorative type of exterior grade as per detailed
drawings approved veneers 3 millimetre thick on both faces or as
directed, all necessary beads, mouldings and lipping, wrought iron
hold fasts, approved chromium plated fixtures and fastenings with
brass mortise lock, approved chromium plated handles on both sides
and finishing with french polish etcetera complete as directed.

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
21.60 3383.82 Rupees three thousand three hundred One Square 73090.51
eighty-three and paise eighty-two only Metre

54 Providing and applying two coats of wall care putty of approved

make on plastered surface and ceiling and walls to prepare surface
even and smooth to receive painting, etcetera complete as directed.

532.01 98.91 Rupees ninety-eight and paise ninety-one One Square 52621.11
only Metre
55 Providing and applying two coats of exterior acraylic emulsion paint
confirming to corresponding Indian Standard of Asian/ Nerolac/
Berger/ Dulux/ Shalimar make and of approved colour to the
plastered surfaces including cleaning, preparing the plaster surface,
applying primer coat, scaffolding if necessary, and watering the
surface for two days etcetera complete as directed.

258.35 286.84 Rupees two hundred eighty-six and paise One Square 74105.11
eighty-four only Metre
56 Providing and applying washable oil-bound distemper of approved
colour and shade to old and new surfaces in two coats including
scaffolding, preparing the surfaces. (excluding the primer coat.)
Including all lead and lifts etcetera complete.

532.01 52.75 Rupees fifty-two and paise seventy-five One Square 28063.53
only Metre
4615182.60
SCHEDULE - 'B' [ Part (B) : Testing Charges & Royalty Charges ]
57) Royalty Charges :-

57.89 For Other Material 216.18 Rupees two hundred sixteen and paise Cubic Metre 12514.66
eighteen only

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
58.08 For Sand 237.37 Rupees two hundred thirty-seven and Cubic Metre 13786.45
paise thirty-seven only

Total Royalty Charges :- 26301.11

58) Testing Charges:-

A Crush Metal

2.00 Specific Gravity, Water Absorption, Crushing Value, Impact Value 2730.00 Rupees two thousand seven hundred One Set of Test 5460.00
thirty and paise nil only
B Cement Concrete

8.00 Compressive Strength of Cube 725.00 Rupees seven hundred twenty-five and One Set of Test 5800.00
paise nil only
C Rubble

1.00 Crushing Value, Comp. Strength, Water Absorption, Specific Gravity 2120.00 Rupees two thousand one hundred One Set of Test 2120.00
twenty and paise nil only
D Cement

1.00 Standard Consistancy, Fineness. Specific Gravity, Setting Time, 3960.00 Rupees three thousand nine hundred One Set of Test 3960.00
Comp. Strength, Soundness sixty and paise nil only

E Steel

1.00 Tensile Strength, Percentage Elongation, Yeild Stress, Weight per 1275.00 Rupees one thousand two hundred One Set of Test 1275.00
Running Meter, Bend/Rebend Test, Proof Stress seventy-five and paise nil only
F Bricks

1.00 Water Absorption, Compressive Strength, Efflorescence 2175.00 Rupees two thousand one hundred One Set of Test 2175.00
seventy-five and paise nil only
J Vetrified Tiles

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
1.00 Water Absorption, Modulus of Rupture 1595.00 Rupees one thousand five hundred ninety- One Set of Test 1595.00
five and paise nil only
K Sand
1.00 Fineness Modulus 1380.00 Rupees one thousand three hundred One Set of Test 1380.00
eighty and paise nil only
1.00 Silt Factor 850.00 Rupees eight hundred fifty and paise nil One Set of Test 850.00
only
Total (Testing Charges) :- 24615.00

Total (B) :- 50916.11

Total (A) :- Part A :- Work Portion ₹ 46,15,182.60

Total (B) :- Part B :- Quality Control Testing & Royalty Charges ₹ 50,916.11
Total Cost ₹ 46,66,098.71

Say ₹ 46,66,099.00

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
2) FOR MULTIPURPOSE CENTER AT DOKSHET
JAMBHULWADI TAL.SUDHAGAD
1 Labour charges for removing grass, thorney shrubs, Jungli
shrub, Kubabul and alike grass along roadside making the ground
clean by showel and phavaras etcetra complete.
225.00 8.13 Rupees eight and paise thirteen only One Square 1829.25
Metre
2 Excavation for roadway in earth, soil of all sorts, sand, gravel or soft
murum including dressing section to the required grade, camber and
side slopes and conveying the excavated materials with all lifts upto
a lead of 50 metre and spreading for embankment or stacking as
directed.

67.50 130.78 Rupees one hundred thirty and paise One Cubic 8827.65
seventy-eight only Metre
3 Conveying materials obtained from road cutting including all lifts,
laying in layers of 20 centimetre to 30 centimetre breaking clods,
dressing to the required lines, curves, grades and section, watering
and compacting to not less than 97% of standard proctor density for
a lead of 300 metre to 500 metre inclusive, from the site of excavation
to the site of deposition as directed.

33.75 431.91 Rupees four hundred thirty-one and paise One Cubic 14576.96
ninety-one only metre
4 Excavation for foundation in earth, soil of all types, sand, gravel and
soft murum including removing the excavated material up to
required distance beyond the building area, stacking and spreading
as directed, dewatering if required, preparing the bed for the
foundation and necessary back filling, ramming, watering including
shoring and strutting etcetera complete as directed for all leads and
lifts.

47.15 227.49 Rupees two hundred twenty-seven and One Cubic 10726.15
paise forty-nine only Metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
5 Excavation for foundation in hard murum including removing
the excavated material upto distance of 50 metres beyond the
building area and stacking and spreading as directed,
dewatering, preparing the bed for the foundation and necessary
back filling, ramilimetering, watering including shoring and
strutting et- cetra complete. (Lift upto 1.50 m) By Manual Means

15.61 401.14 Rupees four hundred one and paise One Cubic 6261.80
fourteen only Metre
6 Providing dry trap rubble stone soling 15 centimetre to 20 centimetre
thick including hand packing and compacting etcetera complete as
directed. (including all leads and lifts)
57.89 1840.81 Rupees one thousand eight hundred forty One Cubic 106564.49
and paise eighty-one only Metre
7 Providing and laying Cast in situ/ Ready Mix cement concrete M-10
of trap metal for foundation and bedding including bailing out water
if required, formwork, laying/ pumping, compacting, finishing
uneven and honey combed surface if required, curing etcetera
complete with fully automatic micro processor based Programmable
Logic Controller with Supervisory Control and Data AcquIndian
Standard Institutetion enabled reversible Drum Type mixer/
concrete Batch mix plant (Pan mixer) with fine aggregate as finely
washed Natural Sand/ Vertical Shaft Impactor Grade Crushed sand
etcetera complete as directed. (including all leads and lifts)

21.16 6976.75 Rupees six thousand nine hundred One Cubic 147628.03
seventy-six and paise seventy-five only Metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
8 Providing and fixing in position Thermo Mechanically Treated -
Ferrous - 500 bar reinforcement of various diameters of TISCON,
SAIL, TATA Steel, RINL (Rashtriya Ispat Nigam Limited - Vizag),
JSW or with embossing of Indian Standard Institute Trade Mark and
Thermo Mechanically Treated T Brand at every 1.00 meter interval
on every bar confirming to Indian Standard 1786 for Reinforced
Cement Concrete footings, columns, beams, lintels, chajjas, canopies,
slabs, staircase, waist slas, pardis, copings, fins, arches etcetera as per
detailed designs, drawings and schedules including cutting,
bending, hooking the bars, binding with Galvanised Iron binding
wires of appropriate gauge and supporting etcetera complete as
required. (including all leads and lifts)

4.08 98866.51 Rupees ninety-eight thousand eight One Metric 403375.36

hundred sixty-six and paise fifty-one only Tonne

9 Providing and laying in situ/ Ready Mix cement concrete Mix 20 of

trap/ granite/ quartzite/ gneiss metal for Reinforced Cement
Cocrete work in foundations like raft, strip foundations, grillage and
footings of Reinforced Cement Cocrete columns and steel stanchions
etcetera including bailing out water, Steel centering formwork,
laying/ pumping cover blocks, compaction and curing roughening
the surface if special finish is to be provided (Excluding
reinforcement and structural steel) etcetera complete, with fully
automatic micro processor based Programmable logic Controller
with Supervisory Control and data Aquisition enabled reversible
Drum Type mixer/ concrete Batch mix plant (Pan mixer) etcetera
complete. With fine aggregate (Crushed sand Vertiacl Shaft Impactor
Grade)
8.32 8374.18 Rupees eight thousand three hundred One Cubic 69673.18
seventy-four and paise eighteen only metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
10 Providing and laying Cast in situ/ Ready Mix cement concrete Mix
20 of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement
Cocrete columns as per detailed designs and drawing or as directed
including steel centering, formwork, cover blocks, laying/ pumping,
compaction finishing the formed surfaces with cement mortar 1:3 of
sufficient minimum thickness to give a smooth and even surface or
roughening if special finish is to be provided and curing etcetera
complete. (Excluding reinforcement and structural steel). with fully
automatic micro processor based Programmable logic Controller
with Supervisory Control and data Aquisition enabled reversible
Drum Type mixer/ concrete Batch mix plant (Pan mixer) etcetera
complete. With fine aggregate (Crushed sand Vertical Shaft Impactor
Grade)

8.50 15714.40 Rupees fifteen thousand seven hundred One Cubic 133572.40
fourteen and paise forty only metre

11 Providing and laying Cast in situ/ Ready Mix cement concrete Mix
20 of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement
Cocrete beams and lintels as per detailed designs and drawings or as
directed including steel centering, formwork, cover blocks, laying/
pumping, compactionand roughening the surface if special finish is
to be provided and curing etcetera complete. (Excluding
reinforcement and structural steel). with fully automatic micro
processor based Programmable logic Controller with Supervisory
Control and data Aquisition enabled reversible Drum Type mixer/
concrete Batch mix plant (Pan mixer) etcetera complete. With fine
aggregate (Crushed sand Vertical Shaft Impactor Grade)

23.64 14050.51 Rupees fourteen thousand fifty and paise One Cubic 332154.06
fifty-one only metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
12 Providing second class Burnt Brick masonry with conventional/
Indian Standard type bricks in cement mortar 1:6 in foundations and
plinth of inner walls/ in plinth external walls including bailing out
water manuall, striking joints on unexposed faces, raking out joints
on exposed faces and watering Including all lead and lifts etcetera
complete.

13.67 8928.88 Rupees eight thousand nine hundred One Cubic 122057.79
twenty-eight and paise eighty-eight only Metre

13 Filling in plinth and floors with contractors material brought from

outside and approved by Engineer in charge including watering and
compacting in layers of 15 centimetre to 20 centimetre etcetera
complete as directed. (including all leads and lifts)

46.05 910.52 Rupees nine hundred ten and paise fifty- One Cubic 41929.45
two only Metre
14 Filling in plinth and floors with approved excavated material in
15centimeter to 20 centimeter layers including watering and
compacting etcetera complete.
23.33 131.88 Rupees one hundred thirty-one and paise One Cubic 3076.76
eighty-eight only Metre
15 Providing second class Burnt Brick masonry with conventional/
Indian Standard type bricks in cement mortar 1:6 in superstructure
including striking joints, raking out joints, watering and scaffolding
etcetera Complete
45.64 8785.41 Rupees eight thousand seven hundred One Cubic 400966.11
eighty-five and paise forty-one only Metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
16 Providing second class Burnt Brick masonry with conventional/
Indian Standard type bricks in cement mortar 1:4 in half brick thick
wall including mild steel longitudinal reinforcement of 2 bars of 6
millimetre diameter/ 2 hoop iron strips 25 millimetre X 1.6
millimetre placed at every third course, properly bent and bonded at
ends scaffolding, racking out joints and watering etcetera complete.

28.13 1277.64 Rupees one thousand two hundred One Square 35940.01
seventy-seven and paise sixty-four only Metre

17 Providing and fixing M-40 grade precast concrete door frame of size
60 millimetre x 100 millimetre vibrated pull cast or similar type with
chamfer conforming to Indian Standard 6524-1983 having 6
millimetre diametres bars 3 Numbers and stirrups at the rate of 250
millimetre centre to centre and fixing in wall with 6 Numbers of hold
fast of 12 millimetre diametre bars 500 millimetre long including
cleaning the frame surface, necessary primer and oil painting of
appoved make and colour shade etcetera complete as directed
including all leads and lifts.

56.40 1171.53 Rupees one thousand one hundred One Running 66074.29
seventy-one and paise fifty-three only metre
18 Providing and laying Cast in situ/ Ready Mixcement concrete M-20
of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement
Concrete chajja as per detailed design and drawings including steel
centering, formwork, cover blocks, laying/ pumping, compacting
and roughening the surface if special finish is to be provided and
curing complete. (Excluding reinforcement and structural steel). with
fully automatic micro processor based Programmable logic
Controller with Supervisory Control and data Aquisition enabled
reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer)
etcetera complete. With fine aggregate (Crushed sand Vertical Shaft
Impactor Grade)

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
0.85 15878.15 Rupees fifteen thousand eight hundred One Cubic 13496.43
seventy-eight and paise fifteen only Metre

19 Providing and laying Cast in situ/ Ready Mix cement concrete M-20
of trap/ granite/ quartzite/ gneiss metal for Reiforced Cement
Concrete slabs and landings as per detailed designs and drawings
including steel centering, formwork, cover blocks, laying/ pumping,
compaction finishing the formed surfaces with cement mortar 1:3 of
sufficient minimum thickness to give a smooth and even surface or
roughening if special finish is to be provided and curing etcetera
complete, (Excluding reinforcement and structural steel). with fully
automatic micro processor based Programmable logic Controller
with Supervisory Control and data Aquisition enabled reversible
Drum Type mixer/ concrete Batch mix plant (Pan mixer) etcetera
complete. With fine aggregate (Crushed sand Vertical Shaft Impactor
grade)

4.71 15878.15 Rupees fifteen thousand eight hundred One Cubic 74786.09
seventy-eight and paise fifteen only Metre

20 Providing structural steel work in trusses, other similar trussed

purlins and members with all bracing, gusset plates etcetera as per
detailed designs and drawings or as directed including cutting,
fabricating, hoisting, erecting fixing in position, Making riveted/
bolted/ welded connection and one coat of anticorrosive paint and
over it 2 coats of oil painting approved quality and shade Including
all lead and lifts etcetera complete.

3.37 111926.56 Rupees one lakhs eleven thousand nine One Metric 377192.51
hundred twenty-six and paise fifty-six Tonne
only

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
21 Puf Roof Panel: Sandwich panel for roof 50 milimetre thick(puf) The
base material being Mangalore Tile shape profile Pre-painted
coating.External face brick Red.PCT 0.4 milimetre Cover Width of
the panel will be 990 milimetre. Crest height of 30 milimetre pitch of
198 milimetre.The length of panel as per site length requirement the
side lapping and over lapping joints of the self supporting panels
shall be vapour tight.The PUF panels external and internal sides
have guard film protection and confirmd Indian Standard-123436-
1988.The to sheet have profiled and bottom sheet have a micro rib
finishing thermal conductivity of 0.024 w/mk. Density shall be 40+/.
2 kilogram per metercube CFC/HCFC free Installation shall be
Using Hourse Power or equivalent Hex head self drilling Screws
with washer 12-14*100 milimeter size of required.Make:Therm:shield
include Ridge Tiles of Width 990 milimeter and end batterns

301.99 2335.38 Rupees two thousand three hundred One Square 705261.41
thirty-five and paise thirty-eight only Metre
22 Providing sills of required material 20 milimetre to 25 milimetre
thick, on a bed of cement mortar 1:4 including cement float, filling
joints with neat cement slurry, curing, moulding edges, polishing,
cleaning complete.
b) Granite

16.80 4282.36 Rupees four thousand two hundred One Square 71943.65
eighty-two and paise thirty-six only Metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
23 Providing sand faced plaster externally in cement mortar using
approved screened sand, in all positions including base coat of 15
millimetre thick in cement mortar 1:4 using waterproofing
compound at 1 kilogram 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 millimetre thick in cement mortar 1:4
finishing the surface by taking out grains and curing for fourteen
days scaffolding etceteracomplete as directed. (including all leads
and lifts)

258.35 719.35 Rupees seven hundred nineteen and paise One Square 185844.07
thirty-five only Metre
24 Providing and laying full body vitrified matt fininsh tiles having size
590 milimeter to 605 milimeter x to 605 milimeter of 8 to 10
milimeter thickness and confirming Indian Standard 15622-2006
(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 etcetera complete.

181.88 1768.52 Rupees one thousand seven hundred One Square 321658.42
sixty-eight and paise fifty-two only Metre
25 Providing and laying full body vitrified matt finish tiles having size
590 milimeter to 605 milimeter x to 605 milimeter of 8 to 10
milimeter thickness and confirming Indian Standard 15622-2006
(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 etcetera
complete.

13.40 1851.66 Rupees one thousand eight hundred fifty- One Square 24812.24
one and paise sixty-six only Metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
26 Providing and laying ceramic tiles having size 30 centimeter. x 45
centimeter. confirming to corresponding Indian Standard for dado
and skirting in required position with readymade adhesive mortar of
approved quality on plaster of 1:2 cement mortar including joint
filling with white or colour cement slurry cleaning curing etcetra
complete.

28.89 1415.35 Rupees one thousand four hundred One Square 40889.46
fifteen and paise thirty-five only Metre
27 Providing internal cement plaster 12 milimetre thick in single coat in
cement mortar 1:5 without neeru finish to concrete or brick surfaces,
in all positions including scaffolding and curing etcetera complete.

512.91 305.26 Rupees three hundred five and paise One Square 156570.91
twenty-six only Metre
28 Providing and fixing Orissa type white glazed earthenware 575
milimeter water closet pan including S trap with earthenware foot
rests, cast iron soil and vent pipe upto outside face of the wall 1:2:4
brick bat lime concrete bedding without flushing tank and its
accessories et- cetra complete.

2.00 4403.69 Rupees four thousand four hundred three One Number 8807.38
and paise sixty-nine only
29 Providing and fixing European type Colour glazed earthenware
water closet pan with UPolyvinyl Chloride seat and lid with
chromium plated brass hinges and rubber buffers including
UPolyvinyl Chloride and vent pipe up to the outside face of wall 10
liter enameled low level flushing cistern with fittings pipe stop tap
brackets for fixing cistern 32 milimeter dia. UPolyvinyl Chloride
flush pipe with fittings and clamps,20 milimeter dia.UPolyvinyl
Chloride overflow pipe ,mosquito proof couplings Galvanized Iron
chain and pulley,with water Jet and fitting including cutting and
making good to the walls and floors testing etcetra complete.(
prior approval of sample and brand by Executive Engineer is
necessary before use)

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
2.00 12741.03 Rupees twelve thousand seven hundred One Number 25482.06
forty-one and paise three only

30 Providing and fixing white glazed earthenware Wash Hand

Basin of 63centimeter x 45centimeter size including Bib cock stop
tap brass heavy 15milimeter, brackets, rubber plugs and brass chain,
stop tap and necessary pipe connection including Polyvinyl Chloride
waste pipe and trap up to the outside face of the wall.

2.00 7715.01 Rupees seven thousand seven hundred One Number 15430.02
fifteen and paise one only
31 Providing and fixing on walls/ ceiling/ floor 25 milimetre diametre
Chlorinated Poly Venyl Chloride pipe of Finolex/ Supreme/ Jain/
Astral make with necessary fittings, remaking good the demolished
portion etcetera complete. Including removing existing pipe line if
necessary and conveying and stacking the same in Public Works
Department chowky or as directed etcetera complete.

50.00 390.15 Rupees three hundred ninety and paise One Running 19507.50
fifteen only Metre
32 Providing and fixing on walls/ ceiling/ floor 32 millimetre diametre
Chlorinated Poly Venyl Chloride pipe of Finolex/ Supreme/ Jain/
Astral make for water supply including fixing Galvanised Iron
bracket of required size to keep the pipe 40 to 65 millimetre away
from face of walls and fixing with U clip nut bolt with necessary
fittings, remaking good the demolished portion etcetera complete as
directed.

20.00 452.79 Rupees four hundred fifty-two and paise One Running 9055.80
seventy-nine only Metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
33 Providing, laying and fixing Poly Vinyl Chloride pipe of 110
millimetre diameter of Finolex/ Supreme/ Jain/ Astral make for
soil/ vent pipes including fixing Galvanised Iron bracket of required
size to keep the pipe 40 to 65 millimetre away from face of walls and
fixing with U clamps nut bolt with fittings such as bends, tees,
reducers etcetera including necessary excavation, trench filling
etcetera complete as directed.

35.00 652.81 Rupees six hundred fifty-two and paise One Running 22848.35
eighty-one only Metre
34 Providing and constructing Brick Masonry Inspection Chamber 60
centimetre x 45 centimetre x 90 centimetre average depth including
1:4:8 cement concrete foundation 1:2:4 cement concrete channels half
round Glazed Stone Ware pipes, brick masonry, plastering from
inside and with frame fixed in cement concrete with Reinforced
Cement Concrete Cover etcetera complete as directed. (including all
leads and lifts)

4.00 10496.43 Rupees ten thousand four hundred ninety- One Number 41985.72
six and paise forty-three only
35 Providing soak pit of size 120 centimetre x 120 centimetre x 120
centimetre including excavating and filling with brick-bats.
1.00 3244.25 Rupees three thousand two hundred forty- One Number 3244.25
four and paise twenty-five only

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
36 Providing and fixing Poly Vinyl Chloride Rain water pipes of 160
millimetre outer diameter and having wall thickness of 2.2 to 2.7
millimetre of Finolex/ Supreme/ Jain/ Astral make confirming to
Indian Standard 13592-1992 including proper rainwater receiving
recess with Poly Vinyl Chloride plug, bend, necessary fittings, such
as, offsets, shoes, including fixing Galvanised Iron bracket of
required size to keep the pipe 40 to 65 millimetre away from face of
walls and fixing with U clamps nut bolt of approved quality and
number, filing the joint using rubber gasket with solvent cement and
properly resting the shoe of pipes on cement concrete or masonry
blocks including necessary scaffolding and maintenance for 3 years
for any leakages or dislocations of pipes. All the Poly Vinyl Chloride
fittings and additional 2 piece socket clips shall be got approved
from engineer in charge etcetera complete. (The contractor shall give
3 years guarantee bond for payment)

15.00 1627.62 Rupees one thousand six hundred twenty- One Running 24414.30
seven and paise sixty-two only Metre

37 Providing and fixing High Density Polyethelyne container one piece

moulded water tank made out of low density polythyler and built
corrugation including of delivery up to destination hoisting and
fixing of accessories such as inlet, outlet overflow of all tanks
capacity above 1000 to 20,000 litres Including all lead and lifts
etcetera complete.

1500.00 12.09 Rupees twelve and paise nine only One Litre 18135.00
38 Providing and fixing 40 milimetre diametre Ball cock medium type
with Poly vinyl Chloride float including sockets and necessary
fittings and tested as per municipal requirements etcetera complete.
2.00 1329.79 Rupees one thousand three hundred One Number 2659.58
twenty-nine and paise seventy-nine only

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
39 Providing and fixing Chromium Plated BIB cock with wall flange of
approved make including necessary sockets/ union nut etcetera
4.00 complete. 1217.69 Rupees one thousand two hundred One Number 4870.76
seventeen and paise sixty-nine only
40 Providing and fixing in position Unplasticized Poly Vinol Chloride
ultra violet stabilized 110 millimetre outer diameter cowl dome
confirming to Indian Standard-4985 including making joints with
solvent cement etcetera complete
1.00 185.73 Rupees one hundred eighty-five and paise One Number 185.73
seventy-three only
41 Providing and laying in trenches 15 millimetre diametre Chlorinated
Poly Venyl Chloride pipe of Finolex/ Supreme/ Jain/ Astral make
for water supply including necessary excavation, fittings. refilling
trenches etcetera complete as directed.

30.00 300.03 Rupees three hundred and paise three only One Running 9000.90
Metre
42 Providing and laying in trenches 20 millimetre diametre Chlorinated
Poly Venyl Chloride pipe of Finolex/ Supreme/ Jain/ Astral make
for water supply including necessary excavation, fittings. Refilling
trenches etcetera complete as directed.

30.00 341.79 Rupees three hundred forty-one and paise One Running 10253.70
seventy-nine only Metre
43 Providing fine cement finish 1.5 millimetre thick over green plaster
surface including scaffolding curing etcetera complete.

24.42 79.75 Rupees seventy-nine and paise seventy- One Square 1947.50
five only Metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
44 Providing and fixing in position. (as per Indian Standard 1868/ 1982)
Aluminium sliding window of two tracks with rectangular pipe
having overall dimension 63.50 x 38.10 x 1.02 milimetre at weight
0.547 Kilogram/One Running Metre. and window frame bottom
track section 61.85 x 31.75 x 1.20 milimetre at weight 0.695
Kilogram/One Running Metre. Top and side track section 61.85 x
31.75 x 1.30 milimetre at weight 0.659 Kilogram/One Running
Metre. The shutter should be of bearing bottom 40 x 18 x 1.25
milimetre at weight 0.417 Kilogram/One Running Metre. Inter
locking section 40 x 18 x 1.10 milimetre at weight 0.469
Kilogram/One Running Metre. And handle section 40 x 18 x 1.25
milimetre at weight 0.417 Kilogram/One Running Metre. and top
section 40 x 18 x 1.25 milimetre at weight 0.417 Kilogram/Running
metre. As per detailed drawings and as directed by Engineer in
charge with all necessary Aluminium sections fixtures and
fastenings such as roller bearing in nylon casting and self locking
catch fitted in vertical section of shutter including 5 milimetre thick
plain glass with all required screws and nuts etcetera complete. With
powder coating without box

22.50 5345.54 Rupees five thousand three hundred forty- One Square 120274.65
five and paise fifty-four only Metre
45 Providing and fixing in position powder coated aluminium louvered
windows/ ventilator of various sizes with powder coating as per
detailed drawing and specifications including aluminium frames 80
x 38 millimetre x 1.22 millimetre box type, 5 millimetre thick sheet
glass louvers, of approved quality etcetera complete.

3.24 3810.23 Rupees three thousand eight hundred ten One Square 12345.15
and paise twenty-three only Metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
46 Providing and fixing mild steel grill work for windows, ventilators,
etcetra 15 Kilogram per Square Metre as per drawing including
fixtures necessary welding and painting with one coat of
anticorrosive paint and two coats of oil painting complete.

24.66 1875.99 Rupees one thousand eight hundred One Square 46261.91
seventy-five and paise ninety-nine only Metre

47 Providing and laying Antiskid Ceramic tiles of approved quality of

company Johnson/ RAK/ Kajaria/ Nitco/ Asian or equivalent make
of size 30 centimetre x 30 centimetre and confirming to Indian
Standard 15622-2006 (Group-B HA) for antiskid flooring in toilet
area laid on a bed of cement mortar 1:4 including cement float, filling
joint with cement slurry cleaning curing etcetera complete as
directed.

7.56 1328.92 Rupees one thousand three hundred One Square 10046.64
twenty-eight and paise ninety-two only Metre

48 Providing and fixing 90 centimeter x 60 centimeter Marble plate

engraving 10 centimeter. height letter, figures including painting
the lefters or figures with approved colour and shade complete

1.00 8400.76 Rupees eight thousand four hundred and One Number 8400.76
paise seventy-six only
49 Providing and laying Polished Tandur Stone flooring 25 millimetre
to 30 millimetre thick required width in plain pattern for courtyard
on a bed of Cement Mortar 1:6 including cement float, filling joints
with neat cement slurry, curing, polishing and cleaning etcetera
complete.

10.70 1195.66 Rupees one thousand one hundred ninety- One Square 12793.56
five and paise sixty-six only Metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
50 Providing and laying chequered tiles of approved quality of size 30
centimetre x 30 centimetre confirming to corresponding Indian
Standard for flooring in required position laid on a bed of 1:4 cement
mortar including cement float, filling joint with cement slurry
cleaning curing etcetera complete.

14.90 818.24 Rupees eight hundred eighteen and paise One Square 12191.78
twenty-four only Metre
51 Providing and fixing frame with or without ventilator of size as
specified with Country non teak wood for doors and windows
including chamfering, rounding, rebating, iron holdfast of size
300milimeter x 40milimeter x 5milimeter with oil painting, etcetra
complete.

0.15 117716.09 Rupees one lakhs seventeen thousand One Cubic 17657.41
seven hundred sixteen and paise nine only metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
52 Providing and Fixing 30 milimetre thick BOTH SIDE PRELAMINATED
SOLID PANEL Poly Vernyl Chloride DOOR SHUTTER consisting of frame
made out of Mild Steel tubes of 19 guage thickness and, size 19 x 19
milimetre for styles and 15 x15 milimetre for the top and bottom rails, Mild
Steel frame shall have a coat of metel primer of approved make and
manufacture. Mild Steel frame shall be covered with heat mouled Poly
Vernyl Chloride 'C' channel made from 5 milimetre (+/ 0.25) thick
prelaminated sheet of density 600 Kilogram/ cubic Metre, of size 30
milimetre thickness 70 milimetre width out of which 50 milimetre shall be
flat and 20 milimetre shall be tapered in 45 angle on either side forming
stiles; and 5 milimetre thick, 95 milimetre wide Poly Vernyl Chloride sheet
out of which 75 milimetre shall be falt and 20 milimetre shall be tapered in
45 on the inner side to form top and bottom rail and 115 milimetre wide
Poly Vernyl Chloride sheet out of which 75 milimetre shall be falt and 20
milimetre shall be tapered on both sides to form lock rail. Top, bottom and
lock rail shall be provided either side of the panel. An additional 5
milimetre (+/ 0.25) thick Poly Vernyl Chloride strip of 20 milimetre width
is to be stuck on the bottom side of the 'C' channel prelaminated paneling
of 5 milimetre (+/ 0.25) thick Poly Vernyl Chloride sheet to be fitted inside
the Mild Steel frame welded/ sealed to the styles and rails with 5
milimetre (+/ 0.25) x 30 milimetre Poly Vernyl Chloride sheet beading on
either side and joined together with solvent cement adhesive etcetera 10
milimetre thickness (5 milimetre (+/ 0.25) x 2 nos ) 20 milimetre wide cross
Poly Vernyl Chloride sheet as gap insert for the rail and bottom rail. Door
to be fixed to frames with 3 numbers Mild Steel powder coated but hinges
of size 100 milimetre long steel screws drilled suitable to pass through
both the walls of the M.S tube.other hardwares

7.20 7196.25 Rupees seven thousand one hundred One Square 51813.00
ninety-six and paise twenty-five only Metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
53 Providing and fixing solid core flush door shutter in single leaf 32
millimetre thick decorative type of exterior grade as per detailed
drawings approved veneers 3 millimetre thick on both faces or as
directed, all necessary beads, mouldings and lipping, wrought iron
hold fasts, approved chromium plated fixtures and fastenings with
brass mortise lock, approved chromium plated handles on both sides
and finishing with french polish etcetera complete as directed.

21.60 3383.82 Rupees three thousand three hundred One Square 73090.51
eighty-three and paise eighty-two only Metre

54 Providing and applying two coats of wall care putty of approved

make on plastered surface and ceiling and walls to prepare surface
even and smooth to receive painting, etcetera complete as directed.

532.01 98.91 Rupees ninety-eight and paise ninety-one One Square 52621.11
only Metre
55 Providing and applying two coats of exterior acraylic emulsion paint
confirming to corresponding Indian Standard of Asian/ Nerolac/
Berger/ Dulux/ Shalimar make and of approved colour to the
plastered surfaces including cleaning, preparing the plaster surface,
applying primer coat, scaffolding if necessary, and watering the
surface for two days etcetera complete as directed.

258.35 286.84 Rupees two hundred eighty-six and paise One Square 74105.11
eighty-four only Metre
56 Providing and applying washable oil-bound distemper of approved
colour and shade to old and new surfaces in two coats including
scaffolding, preparing the surfaces. (excluding the primer coat.)
Including all lead and lifts etcetera complete.

532.01 52.75 Rupees fifty-two and paise seventy-five One Square 28063.53
only Metre
4615182.60

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words

SCHEDULE - 'B' [ Part (B) : Testing Charges & Royalty Charges ]

57) Royalty Charges :-

57.89 For Other Material 216.18 Rupees two hundred sixteen and paise Cubic Metre 12514.66
eighteen only

58.08 For Sand 237.37 Rupees two hundred thirty-seven and Cubic Metre 13786.45
paise thirty-seven only

Total Royalty Charges :- 26301.11

58) Testing Charges:-

A Crush Metal

2.00 Specific Gravity, Water Absorption, Crushing Value, Impact Value 2730.00 Rupees two thousand seven hundred One Set of Test 5460.00
thirty and paise nil only
B Cement Concrete

8.00 Compressive Strength of Cube 725.00 Rupees seven hundred twenty-five and One Set of Test 5800.00
paise nil only
C Rubble

1.00 Crushing Value, Comp. Strength, Water Absorption, Specific Gravity 2120.00 Rupees two thousand one hundred One Set of Test 2120.00
twenty and paise nil only
D Cement

1.00 Standard Consistancy, Fineness. Specific Gravity, Setting Time, 3960.00 Rupees three thousand nine hundred One Set of Test 3960.00
Comp. Strength, Soundness sixty and paise nil only

E Steel

1.00 Tensile Strength, Percentage Elongation, Yeild Stress, Weight per 1275.00 Rupees one thousand two hundred One Set of Test 1275.00
Running Meter, Bend/Rebend Test, Proof Stress seventy-five and paise nil only

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
F Bricks

1.00 Water Absorption, Compressive Strength, Efflorescence 2175.00 Rupees two thousand one hundred One Set of Test 2175.00
seventy-five and paise nil only
J Vetrified Tiles

1.00 Water Absorption, Modulus of Rupture 1595.00 Rupees one thousand five hundred ninety- One Set of Test 1595.00
five and paise nil only
K Sand
1.00 Fineness Modulus 1380.00 Rupees one thousand three hundred One Set of Test 1380.00
eighty and paise nil only
1.00 Silt Factor 850.00 Rupees eight hundred fifty and paise nil One Set of Test 850.00
only
Total (Testing Charges) :- 24615.00

Total (B) :- 50916.11

Total (A) :- Part A :- Work Portion ₹ 46,15,182.60

Total (B) :- Part B :- Quality Control Testing & Royalty Charges ₹ 50,916.11
Total Cost ₹ 46,66,098.71

Say ₹ 46,66,099.00

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
3) FOR MULTIPURPOSE CENTER AT PARALI ADHIVASIWADI
TAL.SUDHAGAD

1 Labour charges for removing grass, thorney shrubs, Jungli

shrub, Kubabul and alike grass along roadside making the ground
clean by showel and phavaras etcetra complete.
225.00 8.13 Rupees eight and paise thirteen only One Square 1829.25
Metre
2 Excavation for roadway in earth, soil of all sorts, sand, gravel or soft
murum including dressing section to the required grade, camber and
side slopes and conveying the excavated materials with all lifts upto
a lead of 50 metre and spreading for embankment or stacking as
directed.

67.50 130.78 Rupees one hundred thirty and paise One Cubic 8827.65
seventy-eight only Metre
3 Conveying materials obtained from road cutting including all lifts,
laying in layers of 20 centimetre to 30 centimetre breaking clods,
dressing to the required lines, curves, grades and section, watering
and compacting to not less than 97% of standard proctor density for
a lead of 300 metre to 500 metre inclusive, from the site of excavation
to the site of deposition as directed.

33.75 431.91 Rupees four hundred thirty-one and paise One Cubic 14576.96
ninety-one only metre
4 Excavation for foundation in earth, soil of all types, sand, gravel and
soft murum including removing the excavated material up to
required distance beyond the building area, stacking and spreading
as directed, dewatering if required, preparing the bed for the
foundation and necessary back filling, ramming, watering including
shoring and strutting etcetera complete as directed for all leads and
lifts.

47.15 227.49 Rupees two hundred twenty-seven and One Cubic 10726.15
paise forty-nine only Metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
5 Excavation for foundation in hard murum including removing
the excavated material upto distance of 50 metres beyond the
building area and stacking and spreading as directed,
dewatering, preparing the bed for the foundation and necessary
back filling, ramilimetering, watering including shoring and
strutting et- cetra complete. (Lift upto 1.50 m) By Manual Means

15.61 401.14 Rupees four hundred one and paise One Cubic 6261.80
fourteen only Metre
6 Providing dry trap rubble stone soling 15 centimetre to 20 centimetre
thick including hand packing and compacting etcetera complete as
directed. (including all leads and lifts)
57.89 1840.81 Rupees one thousand eight hundred forty One Cubic 106564.49
and paise eighty-one only Metre
7 Providing and laying Cast in situ/ Ready Mix cement concrete M-10
of trap metal for foundation and bedding including bailing out water
if required, formwork, laying/ pumping, compacting, finishing
uneven and honey combed surface if required, curing etcetera
complete with fully automatic micro processor based Programmable
Logic Controller with Supervisory Control and Data AcquIndian
Standard Institutetion enabled reversible Drum Type mixer/
concrete Batch mix plant (Pan mixer) with fine aggregate as finely
washed Natural Sand/ Vertical Shaft Impactor Grade Crushed sand
etcetera complete as directed. (including all leads and lifts)

21.16 6976.75 Rupees six thousand nine hundred One Cubic 147628.03
seventy-six and paise seventy-five only Metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
8 Providing and fixing in position Thermo Mechanically Treated -
Ferrous - 500 bar reinforcement of various diameters of TISCON,
SAIL, TATA Steel, RINL (Rashtriya Ispat Nigam Limited - Vizag),
JSW or with embossing of Indian Standard Institute Trade Mark and
Thermo Mechanically Treated T Brand at every 1.00 meter interval
on every bar confirming to Indian Standard 1786 for Reinforced
Cement Concrete footings, columns, beams, lintels, chajjas, canopies,
slabs, staircase, waist slas, pardis, copings, fins, arches etcetera as per
detailed designs, drawings and schedules including cutting,
bending, hooking the bars, binding with Galvanised Iron binding
wires of appropriate gauge and supporting etcetera complete as
required. (including all leads and lifts)

4.08 98866.51 Rupees ninety-eight thousand eight One Metric 403375.36

hundred sixty-six and paise fifty-one only Tonne

9 Providing and laying in situ/ Ready Mix cement concrete Mix 20 of

trap/ granite/ quartzite/ gneiss metal for Reinforced Cement
Cocrete work in foundations like raft, strip foundations, grillage and
footings of Reinforced Cement Cocrete columns and steel stanchions
etcetera including bailing out water, Steel centering formwork,
laying/ pumping cover blocks, compaction and curing roughening
the surface if special finish is to be provided (Excluding
reinforcement and structural steel) etcetera complete, with fully
automatic micro processor based Programmable logic Controller
with Supervisory Control and data Aquisition enabled reversible
Drum Type mixer/ concrete Batch mix plant (Pan mixer) etcetera
complete. With fine aggregate (Crushed sand Vertiacl Shaft Impactor
Grade)

8.32 8374.18 Rupees eight thousand three hundred One Cubic 69673.18
seventy-four and paise eighteen only metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
10 Providing and laying Cast in situ/ Ready Mix cement concrete Mix
20 of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement
Cocrete columns as per detailed designs and drawing or as directed
including steel centering, formwork, cover blocks, laying/ pumping,
compaction finishing the formed surfaces with cement mortar 1:3 of
sufficient minimum thickness to give a smooth and even surface or
roughening if special finish is to be provided and curing etcetera
complete. (Excluding reinforcement and structural steel). with fully
automatic micro processor based Programmable logic Controller
with Supervisory Control and data Aquisition enabled reversible
Drum Type mixer/ concrete Batch mix plant (Pan mixer) etcetera
complete. With fine aggregate (Crushed sand Vertical Shaft Impactor
Grade)

8.50 15714.40 Rupees fifteen thousand seven hundred One Cubic 133572.40
fourteen and paise forty only metre

11 Providing and laying Cast in situ/ Ready Mix cement concrete Mix
20 of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement
Cocrete beams and lintels as per detailed designs and drawings or as
directed including steel centering, formwork, cover blocks, laying/
pumping, compactionand roughening the surface if special finish is
to be provided and curing etcetera complete. (Excluding
reinforcement and structural steel). with fully automatic micro
processor based Programmable logic Controller with Supervisory
Control and data Aquisition enabled reversible Drum Type mixer/
concrete Batch mix plant (Pan mixer) etcetera complete. With fine
aggregate (Crushed sand Vertical Shaft Impactor Grade)

23.64 14050.51 Rupees fourteen thousand fifty and paise One Cubic 332154.06
fifty-one only metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
12 Providing second class Burnt Brick masonry with conventional/
Indian Standard type bricks in cement mortar 1:6 in foundations and
plinth of inner walls/ in plinth external walls including bailing out
water manuall, striking joints on unexposed faces, raking out joints
on exposed faces and watering Including all lead and lifts etcetera
complete.

13.67 8928.88 Rupees eight thousand nine hundred One Cubic 122057.79
twenty-eight and paise eighty-eight only Metre

13 Filling in plinth and floors with contractors material brought from

outside and approved by Engineer in charge including watering and
compacting in layers of 15 centimetre to 20 centimetre etcetera
complete as directed. (including all leads and lifts)

46.05 910.52 Rupees nine hundred ten and paise fifty- One Cubic 41929.45
two only Metre
14 Filling in plinth and floors with approved excavated material in
15centimeter to 20 centimeter layers including watering and
compacting etcetera complete.
23.33 131.88 Rupees one hundred thirty-one and paise One Cubic 3076.76
eighty-eight only Metre
15 Providing second class Burnt Brick masonry with conventional/
Indian Standard type bricks in cement mortar 1:6 in superstructure
including striking joints, raking out joints, watering and scaffolding
etcetera Complete
45.64 8785.41 Rupees eight thousand seven hundred One Cubic 400966.11
eighty-five and paise forty-one only Metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
16 Providing second class Burnt Brick masonry with conventional/
Indian Standard type bricks in cement mortar 1:4 in half brick thick
wall including mild steel longitudinal reinforcement of 2 bars of 6
millimetre diameter/ 2 hoop iron strips 25 millimetre X 1.6
millimetre placed at every third course, properly bent and bonded at
ends scaffolding, racking out joints and watering etcetera complete.

28.13 1277.64 Rupees one thousand two hundred One Square 35940.01
seventy-seven and paise sixty-four only Metre

17 Providing and fixing M-40 grade precast concrete door frame of size
60 millimetre x 100 millimetre vibrated pull cast or similar type with
chamfer conforming to Indian Standard 6524-1983 having 6
millimetre diametres bars 3 Numbers and stirrups at the rate of 250
millimetre centre to centre and fixing in wall with 6 Numbers of hold
fast of 12 millimetre diametre bars 500 millimetre long including
cleaning the frame surface, necessary primer and oil painting of
appoved make and colour shade etcetera complete as directed
including all leads and lifts.

56.40 1171.53 Rupees one thousand one hundred One Running 66074.29
seventy-one and paise fifty-three only metre
18 Providing and laying Cast in situ/ Ready Mixcement concrete M-20
of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement
Concrete chajja as per detailed design and drawings including steel
centering, formwork, cover blocks, laying/ pumping, compacting
and roughening the surface if special finish is to be provided and
curing complete. (Excluding reinforcement and structural steel). with
fully automatic micro processor based Programmable logic
Controller with Supervisory Control and data Aquisition enabled
reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer)
etcetera complete. With fine aggregate (Crushed sand Vertical Shaft
Impactor Grade)

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
0.85 15878.15 Rupees fifteen thousand eight hundred One Cubic 13496.43
seventy-eight and paise fifteen only Metre

19 Providing and laying Cast in situ/ Ready Mix cement concrete M-20
of trap/ granite/ quartzite/ gneiss metal for Reiforced Cement
Concrete slabs and landings as per detailed designs and drawings
including steel centering, formwork, cover blocks, laying/ pumping,
compaction finishing the formed surfaces with cement mortar 1:3 of
sufficient minimum thickness to give a smooth and even surface or
roughening if special finish is to be provided and curing etcetera
complete, (Excluding reinforcement and structural steel). with fully
automatic micro processor based Programmable logic Controller
with Supervisory Control and data Aquisition enabled reversible
Drum Type mixer/ concrete Batch mix plant (Pan mixer) etcetera
complete. With fine aggregate (Crushed sand Vertical Shaft Impactor
grade)

4.71 15878.15 Rupees fifteen thousand eight hundred One Cubic 74786.09
seventy-eight and paise fifteen only Metre

20 Providing structural steel work in trusses, other similar trussed

purlins and members with all bracing, gusset plates etcetera as per
detailed designs and drawings or as directed including cutting,
fabricating, hoisting, erecting fixing in position, Making riveted/
bolted/ welded connection and one coat of anticorrosive paint and
over it 2 coats of oil painting approved quality and shade Including
all lead and lifts etcetera complete.

3.37 111926.56 Rupees one lakhs eleven thousand nine One Metric 377192.51
hundred twenty-six and paise fifty-six Tonne
only

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
21 Puf Roof Panel: Sandwich panel for roof 50 milimetre thick(puf) The
base material being Mangalore Tile shape profile Pre-painted
coating.External face brick Red.PCT 0.4 milimetre Cover Width of
the panel will be 990 milimetre. Crest height of 30 milimetre pitch of
198 milimetre.The length of panel as per site length requirement the
side lapping and over lapping joints of the self supporting panels
shall be vapour tight.The PUF panels external and internal sides
have guard film protection and confirmd Indian Standard-123436-
1988.The to sheet have profiled and bottom sheet have a micro rib
finishing thermal conductivity of 0.024 w/mk. Density shall be 40+/.
2 kilogram per metercube CFC/HCFC free Installation shall be
Using Hourse Power or equivalent Hex head self drilling Screws
with washer 12-14*100 milimeter size of required.Make:Therm:shield
include Ridge Tiles of Width 990 milimeter and end batterns

301.99 2335.38 Rupees two thousand three hundred One Square 705261.41
thirty-five and paise thirty-eight only Metre
22 Providing sills of required material 20 milimetre to 25 milimetre
thick, on a bed of cement mortar 1:4 including cement float, filling
joints with neat cement slurry, curing, moulding edges, polishing,
cleaning complete.
b) Granite

16.80 4282.36 Rupees four thousand two hundred One Square 71943.65
eighty-two and paise thirty-six only Metre
23 Providing sand faced plaster externally in cement mortar using
approved screened sand, in all positions including base coat of 15
millimetre thick in cement mortar 1:4 using waterproofing
compound at 1 kilogram 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 millimetre thick in cement mortar 1:4
finishing the surface by taking out grains and curing for fourteen
days scaffolding etceteracomplete as directed. (including all leads
and lifts)

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
258.35 719.35 Rupees seven hundred nineteen and paise One Square 185844.07
thirty-five only Metre
24 Providing and laying full body vitrified matt fininsh tiles having size
590 milimeter to 605 milimeter x to 605 milimeter of 8 to 10
milimeter thickness and confirming Indian Standard 15622-2006
(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 etcetera complete.

181.88 1768.52 Rupees one thousand seven hundred One Square 321658.42
sixty-eight and paise fifty-two only Metre
25 Providing and laying full body vitrified matt finish tiles having size
590 milimeter to 605 milimeter x to 605 milimeter of 8 to 10
milimeter thickness and confirming Indian Standard 15622-2006
(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 etcetera
complete.

13.40 1851.66 Rupees one thousand eight hundred fifty- One Square 24812.24
one and paise sixty-six only Metre
26 Providing and laying ceramic tiles having size 30 centimeter. x 45
centimeter. confirming to corresponding Indian Standard for dado
and skirting in required position with readymade adhesive mortar of
approved quality on plaster of 1:2 cement mortar including joint
filling with white or colour cement slurry cleaning curing etcetra
complete.

28.89 1415.35 Rupees one thousand four hundred One Square 40889.46
fifteen and paise thirty-five only Metre
27 Providing internal cement plaster 12 milimetre thick in single coat in
cement mortar 1:5 without neeru finish to concrete or brick surfaces,
in all positions including scaffolding and curing etcetera complete.

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
512.91 305.26 Rupees three hundred five and paise One Square 156570.91
twenty-six only Metre
28 Providing and fixing Orissa type white glazed earthenware 575
milimeter water closet pan including S trap with earthenware foot
rests, cast iron soil and vent pipe upto outside face of the wall 1:2:4
brick bat lime concrete bedding without flushing tank and its
accessories et- cetra complete.

2.00 4403.69 Rupees four thousand four hundred three One Number 8807.38
and paise sixty-nine only
29 Providing and fixing European type Colour glazed earthenware
water closet pan with UPolyvinyl Chloride seat and lid with
chromium plated brass hinges and rubber buffers including
UPolyvinyl Chloride and vent pipe up to the outside face of wall 10
liter enameled low level flushing cistern with fittings pipe stop tap
brackets for fixing cistern 32 milimeter dia. UPolyvinyl Chloride
flush pipe with fittings and clamps,20 milimeter dia.UPolyvinyl
Chloride overflow pipe ,mosquito proof couplings Galvanized Iron
chain and pulley,with water Jet and fitting including cutting and
making good to the walls and floors testing etcetra complete.(
prior approval of sample and brand by Executive Engineer is
necessary before use)

2.00 12741.03 Rupees twelve thousand seven hundred One Number 25482.06
forty-one and paise three only

30 Providing and fixing white glazed earthenware Wash Hand

Basin of 63centimeter x 45centimeter size including Bib cock stop
tap brass heavy 15milimeter, brackets, rubber plugs and brass chain,
stop tap and necessary pipe connection including Polyvinyl Chloride
waste pipe and trap up to the outside face of the wall.

2.00 7715.01 Rupees seven thousand seven hundred One Number 15430.02
fifteen and paise one only

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
31 Providing and fixing on walls/ ceiling/ floor 25 milimetre diametre
Chlorinated Poly Venyl Chloride pipe of Finolex/ Supreme/ Jain/
Astral make with necessary fittings, remaking good the demolished
portion etcetera complete. Including removing existing pipe line if
necessary and conveying and stacking the same in Public Works
Department chowky or as directed etcetera complete.

50.00 390.15 Rupees three hundred ninety and paise One Running 19507.50
fifteen only Metre
32 Providing and fixing on walls/ ceiling/ floor 32 millimetre diametre
Chlorinated Poly Venyl Chloride pipe of Finolex/ Supreme/ Jain/
Astral make for water supply including fixing Galvanised Iron
bracket of required size to keep the pipe 40 to 65 millimetre away
from face of walls and fixing with U clip nut bolt with necessary
fittings, remaking good the demolished portion etcetera complete as
directed.

20.00 452.79 Rupees four hundred fifty-two and paise One Running 9055.80
seventy-nine only Metre
33 Providing, laying and fixing Poly Vinyl Chloride pipe of 110
millimetre diameter of Finolex/ Supreme/ Jain/ Astral make for
soil/ vent pipes including fixing Galvanised Iron bracket of required
size to keep the pipe 40 to 65 millimetre away from face of walls and
fixing with U clamps nut bolt with fittings such as bends, tees,
reducers etcetera including necessary excavation, trench filling
etcetera complete as directed.

35.00 652.81 Rupees six hundred fifty-two and paise One Running 22848.35
eighty-one only Metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
34 Providing and constructing Brick Masonry Inspection Chamber 60
centimetre x 45 centimetre x 90 centimetre average depth including
1:4:8 cement concrete foundation 1:2:4 cement concrete channels half
round Glazed Stone Ware pipes, brick masonry, plastering from
inside and with frame fixed in cement concrete with Reinforced
Cement Concrete Cover etcetera complete as directed. (including all
leads and lifts)

4.00 10496.43 Rupees ten thousand four hundred ninety- One Number 41985.72
six and paise forty-three only
35 Providing soak pit of size 120 centimetre x 120 centimetre x 120
centimetre including excavating and filling with brick-bats.
1.00 3244.25 Rupees three thousand two hundred forty- One Number 3244.25
four and paise twenty-five only
36 Providing and fixing Poly Vinyl Chloride Rain water pipes of 160
millimetre outer diameter and having wall thickness of 2.2 to 2.7
millimetre of Finolex/ Supreme/ Jain/ Astral make confirming to
Indian Standard 13592-1992 including proper rainwater receiving
recess with Poly Vinyl Chloride plug, bend, necessary fittings, such
as, offsets, shoes, including fixing Galvanised Iron bracket of
required size to keep the pipe 40 to 65 millimetre away from face of
walls and fixing with U clamps nut bolt of approved quality and
number, filing the joint using rubber gasket with solvent cement and
properly resting the shoe of pipes on cement concrete or masonry
blocks including necessary scaffolding and maintenance for 3 years
for any leakages or dislocations of pipes. All the Poly Vinyl Chloride
fittings and additional 2 piece socket clips shall be got approved
from engineer in charge etcetera complete. (The contractor shall give
3 years guarantee bond for payment)

15.00 1627.62 Rupees one thousand six hundred twenty- One Running 24414.30
seven and paise sixty-two only Metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
37 Providing and fixing High Density Polyethelyne container one piece
moulded water tank made out of low density polythyler and built
corrugation including of delivery up to destination hoisting and
fixing of accessories such as inlet, outlet overflow of all tanks
capacity above 1000 to 20,000 litres Including all lead and lifts
etcetera complete.

1500.00 12.09 Rupees twelve and paise nine only One Litre 18135.00
38 Providing and fixing 40 milimetre diametre Ball cock medium type
with Poly vinyl Chloride float including sockets and necessary
fittings and tested as per municipal requirements etcetera complete.
2.00 1329.79 Rupees one thousand three hundred One Number 2659.58
twenty-nine and paise seventy-nine only

39 Providing and fixing Chromium Plated BIB cock with wall flange of
approved make including necessary sockets/ union nut etcetera
4.00 1217.69 Rupees one thousand two hundred One Number 4870.76
seventeen and paise sixty-nine only
40 Providing and fixing in position Unplasticized Poly Vinol Chloride
ultra violet stabilized 110 millimetre outer diameter cowl dome
confirming to Indian Standard-4985 including making joints with
solvent cement etcetera complete
1.00 185.73 Rupees one hundred eighty-five and paise One Number 185.73
seventy-three only
41 Providing and laying in trenches 15 millimetre diametre Chlorinated
Poly Venyl Chloride pipe of Finolex/ Supreme/ Jain/ Astral make
for water supply including necessary excavation, fittings. refilling
trenches etcetera complete as directed.

30.00 300.03 Rupees three hundred and paise three only One Running 9000.90
Metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
42 Providing and laying in trenches 20 millimetre diametre Chlorinated
Poly Venyl Chloride pipe of Finolex/ Supreme/ Jain/ Astral make
for water supply including necessary excavation, fittings. Refilling
trenches etcetera complete as directed.

30.00 341.79 Rupees three hundred forty-one and paise One Running 10253.70
seventy-nine only Metre
43 Providing fine cement finish 1.5 millimetre thick over green plaster
surface including scaffolding curing etcetera complete.
24.42 79.75 Rupees seventy-nine and paise seventy- One Square 1947.50
five only Metre
44 Providing and fixing in position. (as per Indian Standard 1868/ 1982)
Aluminium sliding window of two tracks with rectangular pipe
having overall dimension 63.50 x 38.10 x 1.02 milimetre at weight
0.547 Kilogram/One Running Metre. and window frame bottom
track section 61.85 x 31.75 x 1.20 milimetre at weight 0.695
Kilogram/One Running Metre. Top and side track section 61.85 x
31.75 x 1.30 milimetre at weight 0.659 Kilogram/One Running
Metre. The shutter should be of bearing bottom 40 x 18 x 1.25
milimetre at weight 0.417 Kilogram/One Running Metre. Inter
locking section 40 x 18 x 1.10 milimetre at weight 0.469
Kilogram/One Running Metre. And handle section 40 x 18 x 1.25
milimetre at weight 0.417 Kilogram/One Running Metre. and top
section 40 x 18 x 1.25 milimetre at weight 0.417 Kilogram/Running
metre. As per detailed drawings and as directed by Engineer in
charge with all necessary Aluminium sections fixtures and
fastenings such as roller bearing in nylon casting and self locking
catch fitted in vertical section of shutter including 5 milimetre thick
plain glass with all required screws and nuts etcetera complete. With
powder coating without box

22.50 5345.54 Rupees five thousand three hundred forty- One Square 120274.65
five and paise fifty-four only Metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
45 Providing and fixing in position powder coated aluminium louvered
windows/ ventilator of various sizes with powder coating as per
detailed drawing and specifications including aluminium frames 80
x 38 millimetre x 1.22 millimetre box type, 5 millimetre thick sheet
glass louvers, of approved quality etcetera complete.

3.24 3810.23 Rupees three thousand eight hundred ten One Square 12345.15
and paise twenty-three only Metre

46 Providing and fixing mild steel grill work for windows, ventilators,
etcetra 15 Kilogram per Square Metre as per drawing including
fixtures necessary welding and painting with one coat of
anticorrosive paint and two coats of oil painting complete.

24.66 1875.99 Rupees one thousand eight hundred One Square 46261.91
seventy-five and paise ninety-nine only Metre

47 Providing and laying Antiskid Ceramic tiles of approved quality of

company Johnson/ RAK/ Kajaria/ Nitco/ Asian or equivalent make
of size 30 centimetre x 30 centimetre and confirming to Indian
Standard 15622-2006 (Group-B HA) for antiskid flooring in toilet
area laid on a bed of cement mortar 1:4 including cement float, filling
joint with cement slurry cleaning curing etcetera complete as
directed.

7.56 1328.92 Rupees one thousand three hundred One Square 10046.64
twenty-eight and paise ninety-two only Metre

48 Providing and fixing 90 centimeter x 60 centimeter Marble plate

engraving 10 centimeter. height letter, figures including painting
the lefters or figures with approved colour and shade complete

1.00 8400.76 Rupees eight thousand four hundred and One Number 8400.76
paise seventy-six only

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
49 Providing and laying Polished Tandur Stone flooring 25 millimetre
to 30 millimetre thick required width in plain pattern for courtyard
on a bed of Cement Mortar 1:6 including cement float, filling joints
with neat cement slurry, curing, polishing and cleaning etcetera
complete.

10.70 1195.66 Rupees one thousand one hundred ninety- One Square 12793.56
five and paise sixty-six only Metre
50 Providing and laying chequered tiles of approved quality of size 30
centimetre x 30 centimetre confirming to corresponding Indian
Standard for flooring in required position laid on a bed of 1:4 cement
mortar including cement float, filling joint with cement slurry
cleaning curing etcetera complete.

14.90 818.24 Rupees eight hundred eighteen and paise One Square 12191.78
twenty-four only Metre
51 Providing and fixing frame with or without ventilator of size as
specified with Country non teak wood for doors and windows
including chamfering, rounding, rebating, iron holdfast of size
300milimeter x 40milimeter x 5milimeter with oil painting, etcetra
complete.

0.15 117716.09 Rupees one lakhs seventeen thousand One Cubic 17657.41
seven hundred sixteen and paise nine only metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
52 Providing and Fixing 30 milimetre thick BOTH SIDE PRELAMINATED
SOLID PANEL Poly Vernyl Chloride DOOR SHUTTER consisting of frame
made out of Mild Steel tubes of 19 guage thickness and, size 19 x 19
milimetre for styles and 15 x15 milimetre for the top and bottom rails, Mild
Steel frame shall have a coat of metel primer of approved make and
manufacture. Mild Steel frame shall be covered with heat mouled Poly
Vernyl Chloride 'C' channel made from 5 milimetre (+/ 0.25) thick
prelaminated sheet of density 600 Kilogram/ cubic Metre, of size 30
milimetre thickness 70 milimetre width out of which 50 milimetre shall be
flat and 20 milimetre shall be tapered in 45 angle on either side forming
stiles; and 5 milimetre thick, 95 milimetre wide Poly Vernyl Chloride sheet
out of which 75 milimetre shall be falt and 20 milimetre shall be tapered in
45 on the inner side to form top and bottom rail and 115 milimetre wide
Poly Vernyl Chloride sheet out of which 75 milimetre shall be falt and 20
milimetre shall be tapered on both sides to form lock rail. Top, bottom and
lock rail shall be provided either side of the panel. An additional 5
milimetre (+/ 0.25) thick Poly Vernyl Chloride strip of 20 milimetre width
is to be stuck on the bottom side of the 'C' channel prelaminated paneling
of 5 milimetre (+/ 0.25) thick Poly Vernyl Chloride sheet to be fitted inside
the Mild Steel frame welded/ sealed to the styles and rails with 5
milimetre (+/ 0.25) x 30 milimetre Poly Vernyl Chloride sheet beading on
either side and joined together with solvent cement adhesive etcetera 10
milimetre thickness (5 milimetre (+/ 0.25) x 2 nos ) 20 milimetre wide cross
Poly Vernyl Chloride sheet as gap insert for the rail and bottom rail. Door
to be fixed to frames with 3 numbers Mild Steel powder coated but hinges
of size 100 milimetre long steel screws drilled suitable to pass through
both the walls of the M.S tube.other hardwares

7.20 7196.25 Rupees seven thousand one hundred One Square 51813.00
ninety-six and paise twenty-five only Metre
53 Providing and fixing solid core flush door shutter in single leaf 32
millimetre thick decorative type of exterior grade as per detailed
drawings approved veneers 3 millimetre thick on both faces or as
directed, all necessary beads, mouldings and lipping, wrought iron
hold fasts, approved chromium plated fixtures and fastenings with
brass mortise lock, approved chromium plated handles on both sides
and finishing with french polish etcetera complete as directed.

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
21.60 3383.82 Rupees three thousand three hundred One Square 73090.51
eighty-three and paise eighty-two only Metre

54 Providing and applying two coats of wall care putty of approved

make on plastered surface and ceiling and walls to prepare surface
even and smooth to receive painting, etcetera complete as directed.

532.01 98.91 Rupees ninety-eight and paise ninety-one One Square 52621.11
only Metre
55 Providing and applying two coats of exterior acraylic emulsion paint
confirming to corresponding Indian Standard of Asian/ Nerolac/
Berger/ Dulux/ Shalimar make and of approved colour to the
plastered surfaces including cleaning, preparing the plaster surface,
applying primer coat, scaffolding if necessary, and watering the
surface for two days etcetera complete as directed.

258.35 286.84 Rupees two hundred eighty-six and paise One Square 74105.11
eighty-four only Metre
56 Providing and applying washable oil-bound distemper of approved
colour and shade to old and new surfaces in two coats including
scaffolding, preparing the surfaces. (excluding the primer coat.)
Including all lead and lifts etcetera complete.
532.01 52.75 Rupees fifty-two and paise seventy-five One Square 28063.53
only Metre

4615182.60
SCHEDULE - 'B' [ Part (B) : Testing Charges & Royalty Charges ]
57) Royalty Charges :-

57.89 For Other Material 216.18 Rupees two hundred sixteen and paise Cubic Metre 12514.66
eighteen only

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
58.08 For Sand 237.37 Rupees two hundred thirty-seven and Cubic Metre 13786.45
paise thirty-seven only

Total Royalty Charges :- 26301.11

58) Testing Charges:-

A Crush Metal

2.00 Specific Gravity, Water Absorption, Crushing Value, Impact Value 2730.00 Rupees two thousand seven hundred One Set of Test 5460.00
thirty and paise nil only
B Cement Concrete

8.00 Compressive Strength of Cube 725.00 Rupees seven hundred twenty-five and One Set of Test 5800.00
paise nil only
C Rubble

1.00 Crushing Value, Comp. Strength, Water Absorption, Specific Gravity 2120.00 Rupees two thousand one hundred One Set of Test 2120.00
twenty and paise nil only
D Cement

1.00 Standard Consistancy, Fineness. Specific Gravity, Setting Time, 3960.00 Rupees three thousand nine hundred One Set of Test 3960.00
Comp. Strength, Soundness sixty and paise nil only

E Steel

1.00 Tensile Strength, Percentage Elongation, Yeild Stress, Weight per 1275.00 Rupees one thousand two hundred One Set of Test 1275.00
Running Meter, Bend/Rebend Test, Proof Stress seventy-five and paise nil only
F Bricks

1.00 Water Absorption, Compressive Strength, Efflorescence 2175.00 Rupees two thousand one hundred One Set of Test 2175.00
seventy-five and paise nil only
J Vetrified Tiles

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
1.00 Water Absorption, Modulus of Rupture 1595.00 Rupees one thousand five hundred ninety- One Set of Test 1595.00
five and paise nil only
K Sand
1.00 Fineness Modulus 1380.00 Rupees one thousand three hundred One Set of Test 1380.00
eighty and paise nil only
1.00 Silt Factor 850.00 Rupees eight hundred fifty and paise nil One Set of Test 850.00
only
Total (Testing Charges) :- 24615.00

Total (B) :- 50916.11

Total (A) :- Part A :- Work Portion ₹ 46,15,182.60

Total (B) :- Part B :- Quality Control Testing & Royalty Charges ₹ 50,916.11
Total Cost ₹ 46,66,098.71

Say ₹ 46,66,099.00

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
4) FOR MULTIPURPOSE CENTER AT KALAMB
ADHIVASIWADI TAL.SUDHAGAD
1 Labour charges for removing grass, thorney shrubs, Jungli
shrub, Kubabul and alike grass along roadside making the ground
clean by showel and phavaras etcetra complete.
225.00 8.13 Rupees eight and paise thirteen only One Square 1829.25
Metre
2 Excavation for roadway in earth, soil of all sorts, sand, gravel or soft
murum including dressing section to the required grade, camber and
side slopes and conveying the excavated materials with all lifts upto
a lead of 50 metre and spreading for embankment or stacking as
directed.

67.50 130.78 Rupees one hundred thirty and paise One Cubic 8827.65
seventy-eight only Metre
3 Conveying materials obtained from road cutting including all lifts,
laying in layers of 20 centimetre to 30 centimetre breaking clods,
dressing to the required lines, curves, grades and section, watering
and compacting to not less than 97% of standard proctor density for
a lead of 300 metre to 500 metre inclusive, from the site of excavation
to the site of deposition as directed.

33.75 431.91 Rupees four hundred thirty-one and paise One Cubic 14576.96
ninety-one only metre
4 Excavation for foundation in earth, soil of all types, sand, gravel and
soft murum including removing the excavated material up to
required distance beyond the building area, stacking and spreading
as directed, dewatering if required, preparing the bed for the
foundation and necessary back filling, ramming, watering including
shoring and strutting etcetera complete as directed for all leads and
lifts.

47.15 227.49 Rupees two hundred twenty-seven and One Cubic 10726.15
paise forty-nine only Metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
5 Excavation for foundation in hard murum including removing
the excavated material upto distance of 50 metres beyond the
building area and stacking and spreading as directed,
dewatering, preparing the bed for the foundation and necessary
back filling, ramilimetering, watering including shoring and
strutting et- cetra complete. (Lift upto 1.50 m) By Manual Means

15.61 401.14 Rupees four hundred one and paise One Cubic 6261.80
fourteen only Metre
6 Providing dry trap rubble stone soling 15 centimetre to 20 centimetre
thick including hand packing and compacting etcetera complete as
directed. (including all leads and lifts)
57.89 1840.81 Rupees one thousand eight hundred forty One Cubic 106564.49
and paise eighty-one only Metre
7 Providing and laying Cast in situ/ Ready Mix cement concrete M-10
of trap metal for foundation and bedding including bailing out water
if required, formwork, laying/ pumping, compacting, finishing
uneven and honey combed surface if required, curing etcetera
complete with fully automatic micro processor based Programmable
Logic Controller with Supervisory Control and Data AcquIndian
Standard Institutetion enabled reversible Drum Type mixer/
concrete Batch mix plant (Pan mixer) with fine aggregate as finely
washed Natural Sand/ Vertical Shaft Impactor Grade Crushed sand
etcetera complete as directed. (including all leads and lifts)

21.16 6976.75 Rupees six thousand nine hundred One Cubic 147628.03
seventy-six and paise seventy-five only Metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
8 Providing and fixing in position Thermo Mechanically Treated -
Ferrous - 500 bar reinforcement of various diameters of TISCON,
SAIL, TATA Steel, RINL (Rashtriya Ispat Nigam Limited - Vizag),
JSW or with embossing of Indian Standard Institute Trade Mark and
Thermo Mechanically Treated T Brand at every 1.00 meter interval
on every bar confirming to Indian Standard 1786 for Reinforced
Cement Concrete footings, columns, beams, lintels, chajjas, canopies,
slabs, staircase, waist slas, pardis, copings, fins, arches etcetera as per
detailed designs, drawings and schedules including cutting,
bending, hooking the bars, binding with Galvanised Iron binding
wires of appropriate gauge and supporting etcetera complete as
required. (including all leads and lifts)

4.08 98866.51 Rupees ninety-eight thousand eight One Metric 403375.36

hundred sixty-six and paise fifty-one only Tonne

9 Providing and laying in situ/ Ready Mix cement concrete Mix 20 of

trap/ granite/ quartzite/ gneiss metal for Reinforced Cement
Cocrete work in foundations like raft, strip foundations, grillage and
footings of Reinforced Cement Cocrete columns and steel stanchions
etcetera including bailing out water, Steel centering formwork,
laying/ pumping cover blocks, compaction and curing roughening
the surface if special finish is to be provided (Excluding
reinforcement and structural steel) etcetera complete, with fully
automatic micro processor based Programmable logic Controller
with Supervisory Control and data Aquisition enabled reversible
Drum Type mixer/ concrete Batch mix plant (Pan mixer) etcetera
complete. With fine aggregate (Crushed sand Vertiacl Shaft Impactor
Grade)
8.32 8374.18 Rupees eight thousand three hundred One Cubic 69673.18
seventy-four and paise eighteen only metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
10 Providing and laying Cast in situ/ Ready Mix cement concrete Mix
20 of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement
Cocrete columns as per detailed designs and drawing or as directed
including steel centering, formwork, cover blocks, laying/ pumping,
compaction finishing the formed surfaces with cement mortar 1:3 of
sufficient minimum thickness to give a smooth and even surface or
roughening if special finish is to be provided and curing etcetera
complete. (Excluding reinforcement and structural steel). with fully
automatic micro processor based Programmable logic Controller
with Supervisory Control and data Aquisition enabled reversible
Drum Type mixer/ concrete Batch mix plant (Pan mixer) etcetera
complete. With fine aggregate (Crushed sand Vertical Shaft Impactor
Grade)

8.50 15714.40 Rupees fifteen thousand seven hundred One Cubic 133572.40
fourteen and paise forty only metre

11 Providing and laying Cast in situ/ Ready Mix cement concrete Mix
20 of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement
Cocrete beams and lintels as per detailed designs and drawings or as
directed including steel centering, formwork, cover blocks, laying/
pumping, compactionand roughening the surface if special finish is
to be provided and curing etcetera complete. (Excluding
reinforcement and structural steel). with fully automatic micro
processor based Programmable logic Controller with Supervisory
Control and data Aquisition enabled reversible Drum Type mixer/
concrete Batch mix plant (Pan mixer) etcetera complete. With fine
aggregate (Crushed sand Vertical Shaft Impactor Grade)

23.64 14050.51 Rupees fourteen thousand fifty and paise One Cubic 332154.06
fifty-one only metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
12 Providing second class Burnt Brick masonry with conventional/
Indian Standard type bricks in cement mortar 1:6 in foundations and
plinth of inner walls/ in plinth external walls including bailing out
water manuall, striking joints on unexposed faces, raking out joints
on exposed faces and watering Including all lead and lifts etcetera
complete.

13.67 8928.88 Rupees eight thousand nine hundred One Cubic 122057.79
twenty-eight and paise eighty-eight only Metre

13 Filling in plinth and floors with contractors material brought from

outside and approved by Engineer in charge including watering and
compacting in layers of 15 centimetre to 20 centimetre etcetera
complete as directed. (including all leads and lifts)

46.05 910.52 Rupees nine hundred ten and paise fifty- One Cubic 41929.45
two only Metre
14 Filling in plinth and floors with approved excavated material in
15centimeter to 20 centimeter layers including watering and
compacting etcetera complete.
23.33 131.88 Rupees one hundred thirty-one and paise One Cubic 3076.76
eighty-eight only Metre
15 Providing second class Burnt Brick masonry with conventional/
Indian Standard type bricks in cement mortar 1:6 in superstructure
including striking joints, raking out joints, watering and scaffolding
etcetera Complete
45.64 8785.41 Rupees eight thousand seven hundred One Cubic 400966.11
eighty-five and paise forty-one only Metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
16 Providing second class Burnt Brick masonry with conventional/
Indian Standard type bricks in cement mortar 1:4 in half brick thick
wall including mild steel longitudinal reinforcement of 2 bars of 6
millimetre diameter/ 2 hoop iron strips 25 millimetre X 1.6
millimetre placed at every third course, properly bent and bonded at
ends scaffolding, racking out joints and watering etcetera complete.

28.13 1277.64 Rupees one thousand two hundred One Square 35940.01
seventy-seven and paise sixty-four only Metre

17 Providing and fixing M-40 grade precast concrete door frame of size
60 millimetre x 100 millimetre vibrated pull cast or similar type with
chamfer conforming to Indian Standard 6524-1983 having 6
millimetre diametres bars 3 Numbers and stirrups at the rate of 250
millimetre centre to centre and fixing in wall with 6 Numbers of hold
fast of 12 millimetre diametre bars 500 millimetre long including
cleaning the frame surface, necessary primer and oil painting of
appoved make and colour shade etcetera complete as directed
including all leads and lifts.

56.40 1171.53 Rupees one thousand one hundred One Running 66074.29
seventy-one and paise fifty-three only metre
18 Providing and laying Cast in situ/ Ready Mixcement concrete M-20
of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement
Concrete chajja as per detailed design and drawings including steel
centering, formwork, cover blocks, laying/ pumping, compacting
and roughening the surface if special finish is to be provided and
curing complete. (Excluding reinforcement and structural steel). with
fully automatic micro processor based Programmable logic
Controller with Supervisory Control and data Aquisition enabled
reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer)
etcetera complete. With fine aggregate (Crushed sand Vertical Shaft
Impactor Grade)

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
0.85 15878.15 Rupees fifteen thousand eight hundred One Cubic 13496.43
seventy-eight and paise fifteen only Metre

19 Providing and laying Cast in situ/ Ready Mix cement concrete M-20
of trap/ granite/ quartzite/ gneiss metal for Reiforced Cement
Concrete slabs and landings as per detailed designs and drawings
including steel centering, formwork, cover blocks, laying/ pumping,
compaction finishing the formed surfaces with cement mortar 1:3 of
sufficient minimum thickness to give a smooth and even surface or
roughening if special finish is to be provided and curing etcetera
complete, (Excluding reinforcement and structural steel). with fully
automatic micro processor based Programmable logic Controller
with Supervisory Control and data Aquisition enabled reversible
Drum Type mixer/ concrete Batch mix plant (Pan mixer) etcetera
complete. With fine aggregate (Crushed sand Vertical Shaft Impactor
grade)

4.71 15878.15 Rupees fifteen thousand eight hundred One Cubic 74786.09
seventy-eight and paise fifteen only Metre

20 Providing structural steel work in trusses, other similar trussed

purlins and members with all bracing, gusset plates etcetera as per
detailed designs and drawings or as directed including cutting,
fabricating, hoisting, erecting fixing in position, Making riveted/
bolted/ welded connection and one coat of anticorrosive paint and
over it 2 coats of oil painting approved quality and shade Including
all lead and lifts etcetera complete.

3.37 111926.56 Rupees one lakhs eleven thousand nine One Metric 377192.51
hundred twenty-six and paise fifty-six Tonne
only

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
21 Puf Roof Panel: Sandwich panel for roof 50 milimetre thick(puf) The
base material being Mangalore Tile shape profile Pre-painted
coating.External face brick Red.PCT 0.4 milimetre Cover Width of
the panel will be 990 milimetre. Crest height of 30 milimetre pitch of
198 milimetre.The length of panel as per site length requirement the
side lapping and over lapping joints of the self supporting panels
shall be vapour tight.The PUF panels external and internal sides
have guard film protection and confirmd Indian Standard-123436-
1988.The to sheet have profiled and bottom sheet have a micro rib
finishing thermal conductivity of 0.024 w/mk. Density shall be 40+/.
2 kilogram per metercube CFC/HCFC free Installation shall be
Using Hourse Power or equivalent Hex head self drilling Screws
with washer 12-14*100 milimeter size of required.Make:Therm:shield
include Ridge Tiles of Width 990 milimeter and end batterns

301.99 2335.38 Rupees two thousand three hundred One Square 705261.41
thirty-five and paise thirty-eight only Metre
22 Providing sills of required material 20 milimetre to 25 milimetre
thick, on a bed of cement mortar 1:4 including cement float, filling
joints with neat cement slurry, curing, moulding edges, polishing,
cleaning complete.
b) Granite

16.80 4282.36 Rupees four thousand two hundred One Square 71943.65
eighty-two and paise thirty-six only Metre
23 Providing sand faced plaster externally in cement mortar using
approved screened sand, in all positions including base coat of 15
millimetre thick in cement mortar 1:4 using waterproofing
compound at 1 kilogram 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 millimetre thick in cement mortar 1:4
finishing the surface by taking out grains and curing for fourteen
days scaffolding etceteracomplete as directed. (including all leads
and lifts)

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
258.35 719.35 Rupees seven hundred nineteen and paise One Square 185844.07
thirty-five only Metre
24 Providing and laying full body vitrified matt fininsh tiles having size
590 milimeter to 605 milimeter x to 605 milimeter of 8 to 10
milimeter thickness and confirming Indian Standard 15622-2006
(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 etcetera complete.

181.88 1768.52 Rupees one thousand seven hundred One Square 321658.42
sixty-eight and paise fifty-two only Metre
25 Providing and laying full body vitrified matt finish tiles having size
590 milimeter to 605 milimeter x to 605 milimeter of 8 to 10
milimeter thickness and confirming Indian Standard 15622-2006
(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 etcetera
complete.

13.40 1851.66 Rupees one thousand eight hundred fifty- One Square 24812.24
one and paise sixty-six only Metre
26 Providing and laying ceramic tiles having size 30 centimeter. x 45
centimeter. confirming to corresponding Indian Standard for dado
and skirting in required position with readymade adhesive mortar of
approved quality on plaster of 1:2 cement mortar including joint
filling with white or colour cement slurry cleaning curing etcetra
complete.

28.89 1415.35 Rupees one thousand four hundred One Square 40889.46
fifteen and paise thirty-five only Metre
27 Providing internal cement plaster 12 milimetre thick in single coat in
cement mortar 1:5 without neeru finish to concrete or brick surfaces,
in all positions including scaffolding and curing etcetera complete.

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
512.91 305.26 Rupees three hundred five and paise One Square 156570.91
twenty-six only Metre
28 Providing and fixing Orissa type white glazed earthenware 575
milimeter water closet pan including S trap with earthenware foot
rests, cast iron soil and vent pipe upto outside face of the wall 1:2:4
brick bat lime concrete bedding without flushing tank and its
accessories et- cetra complete.

2.00 4403.69 Rupees four thousand four hundred three One Number 8807.38
and paise sixty-nine only
29 Providing and fixing European type Colour glazed earthenware
water closet pan with UPolyvinyl Chloride seat and lid with
chromium plated brass hinges and rubber buffers including
UPolyvinyl Chloride and vent pipe up to the outside face of wall 10
liter enameled low level flushing cistern with fittings pipe stop tap
brackets for fixing cistern 32 milimeter dia. UPolyvinyl Chloride
flush pipe with fittings and clamps,20 milimeter dia.UPolyvinyl
Chloride overflow pipe ,mosquito proof couplings Galvanized Iron
chain and pulley,with water Jet and fitting including cutting and
making good to the walls and floors testing etcetra complete.(
prior approval of sample and brand by Executive Engineer is
necessary before use)

2.00 12741.03 Rupees twelve thousand seven hundred One Number 25482.06
forty-one and paise three only

30 Providing and fixing white glazed earthenware Wash Hand

Basin of 63centimeter x 45centimeter size including Bib cock stop
tap brass heavy 15milimeter, brackets, rubber plugs and brass chain,
stop tap and necessary pipe connection including Polyvinyl Chloride
waste pipe and trap up to the outside face of the wall.

2.00 7715.01 Rupees seven thousand seven hundred One Number 15430.02
fifteen and paise one only

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
31 Providing and fixing on walls/ ceiling/ floor 25 milimetre diametre
Chlorinated Poly Venyl Chloride pipe of Finolex/ Supreme/ Jain/
Astral make with necessary fittings, remaking good the demolished
portion etcetera complete. Including removing existing pipe line if
necessary and conveying and stacking the same in Public Works
Department chowky or as directed etcetera complete.

50.00 390.15 Rupees three hundred ninety and paise One Running 19507.50
fifteen only Metre
32 Providing and fixing on walls/ ceiling/ floor 32 millimetre diametre
Chlorinated Poly Venyl Chloride pipe of Finolex/ Supreme/ Jain/
Astral make for water supply including fixing Galvanised Iron
bracket of required size to keep the pipe 40 to 65 millimetre away
from face of walls and fixing with U clip nut bolt with necessary
fittings, remaking good the demolished portion etcetera complete as
directed.

20.00 452.79 Rupees four hundred fifty-two and paise One Running 9055.80
seventy-nine only Metre
33 Providing, laying and fixing Poly Vinyl Chloride pipe of 110
millimetre diameter of Finolex/ Supreme/ Jain/ Astral make for
soil/ vent pipes including fixing Galvanised Iron bracket of required
size to keep the pipe 40 to 65 millimetre away from face of walls and
fixing with U clamps nut bolt with fittings such as bends, tees,
reducers etcetera including necessary excavation, trench filling
etcetera complete as directed.

35.00 652.81 Rupees six hundred fifty-two and paise One Running 22848.35
eighty-one only Metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
34 Providing and constructing Brick Masonry Inspection Chamber 60
centimetre x 45 centimetre x 90 centimetre average depth including
1:4:8 cement concrete foundation 1:2:4 cement concrete channels half
round Glazed Stone Ware pipes, brick masonry, plastering from
inside and with frame fixed in cement concrete with Reinforced
Cement Concrete Cover etcetera complete as directed. (including all
leads and lifts)

4.00 10496.43 Rupees ten thousand four hundred ninety- One Number 41985.72
six and paise forty-three only
35 Providing soak pit of size 120 centimetre x 120 centimetre x 120
centimetre including excavating and filling with brick-bats.
1.00 3244.25 Rupees three thousand two hundred forty- One Number 3244.25
four and paise twenty-five only
36 Providing and fixing Poly Vinyl Chloride Rain water pipes of 160
millimetre outer diameter and having wall thickness of 2.2 to 2.7
millimetre of Finolex/ Supreme/ Jain/ Astral make confirming to
Indian Standard 13592-1992 including proper rainwater receiving
recess with Poly Vinyl Chloride plug, bend, necessary fittings, such
as, offsets, shoes, including fixing Galvanised Iron bracket of
required size to keep the pipe 40 to 65 millimetre away from face of
walls and fixing with U clamps nut bolt of approved quality and
number, filing the joint using rubber gasket with solvent cement and
properly resting the shoe of pipes on cement concrete or masonry
blocks including necessary scaffolding and maintenance for 3 years
for any leakages or dislocations of pipes. All the Poly Vinyl Chloride
fittings and additional 2 piece socket clips shall be got approved
from engineer in charge etcetera complete. (The contractor shall give
3 years guarantee bond for payment)

15.00 1627.62 Rupees one thousand six hundred twenty- One Running 24414.30
seven and paise sixty-two only Metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
37 Providing and fixing High Density Polyethelyne container one piece
moulded water tank made out of low density polythyler and built
corrugation including of delivery up to destination hoisting and
fixing of accessories such as inlet, outlet overflow of all tanks
capacity above 1000 to 20,000 litres Including all lead and lifts
etcetera complete.

1500.00 12.09 Rupees twelve and paise nine only One Litre 18135.00
38 Providing and fixing 40 milimetre diametre Ball cock medium type
with Poly vinyl Chloride float including sockets and necessary
fittings and tested as per municipal requirements etcetera complete.

2.00 1329.79 Rupees one thousand three hundred One Number 2659.58
twenty-nine and paise seventy-nine only

39 Providing and fixing Chromium Plated BIB cock with wall flange of
approved make including necessary sockets/ union nut etcetera
4.00 complete. 1217.69 Rupees one thousand two hundred One Number 4870.76
seventeen and paise sixty-nine only
40 Providing and fixing in position Unplasticized Poly Vinol Chloride
ultra violet stabilized 110 millimetre outer diameter cowl dome
confirming to Indian Standard-4985 including making joints with
solvent cement etcetera complete
1.00 185.73 Rupees one hundred eighty-five and paise One Number 185.73
seventy-three only
41 Providing and laying in trenches 15 millimetre diametre Chlorinated
Poly Venyl Chloride pipe of Finolex/ Supreme/ Jain/ Astral make
for water supply including necessary excavation, fittings. refilling
trenches etcetera complete as directed.

30.00 300.03 Rupees three hundred and paise three only One Running 9000.90
Metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
42 Providing and laying in trenches 20 millimetre diametre Chlorinated
Poly Venyl Chloride pipe of Finolex/ Supreme/ Jain/ Astral make
for water supply including necessary excavation, fittings. Refilling
trenches etcetera complete as directed.

30.00 341.79 Rupees three hundred forty-one and paise One Running 10253.70
seventy-nine only Metre
43 Providing fine cement finish 1.5 millimetre thick over green plaster
surface including scaffolding curing etcetera complete.
24.42 79.75 Rupees seventy-nine and paise seventy- One Square 1947.50
five only Metre
44 Providing and fixing in position. (as per Indian Standard 1868/ 1982)
Aluminium sliding window of two tracks with rectangular pipe
having overall dimension 63.50 x 38.10 x 1.02 milimetre at weight
0.547 Kilogram/One Running Metre. and window frame bottom
track section 61.85 x 31.75 x 1.20 milimetre at weight 0.695
Kilogram/One Running Metre. Top and side track section 61.85 x
31.75 x 1.30 milimetre at weight 0.659 Kilogram/One Running
Metre. The shutter should be of bearing bottom 40 x 18 x 1.25
milimetre at weight 0.417 Kilogram/One Running Metre. Inter
locking section 40 x 18 x 1.10 milimetre at weight 0.469
Kilogram/One Running Metre. And handle section 40 x 18 x 1.25
milimetre at weight 0.417 Kilogram/One Running Metre. and top
section 40 x 18 x 1.25 milimetre at weight 0.417 Kilogram/Running
metre. As per detailed drawings and as directed by Engineer in
charge with all necessary Aluminium sections fixtures and
fastenings such as roller bearing in nylon casting and self locking
catch fitted in vertical section of shutter including 5 milimetre thick
plain glass with all required screws and nuts etcetera complete. With
powder coating without box

22.50 5345.54 Rupees five thousand three hundred forty- One Square 120274.65
five and paise fifty-four only Metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
45 Providing and fixing in position powder coated aluminium louvered
windows/ ventilator of various sizes with powder coating as per
detailed drawing and specifications including aluminium frames 80
x 38 millimetre x 1.22 millimetre box type, 5 millimetre thick sheet
glass louvers, of approved quality etcetera complete.

3.24 3810.23 Rupees three thousand eight hundred ten One Square 12345.15
and paise twenty-three only Metre

46 Providing and fixing mild steel grill work for windows, ventilators,
etcetra 15 Kilogram per Square Metre as per drawing including
fixtures necessary welding and painting with one coat of
anticorrosive paint and two coats of oil painting complete.

24.66 1875.99 Rupees one thousand eight hundred One Square 46261.91
seventy-five and paise ninety-nine only Metre

47 Providing and laying Antiskid Ceramic tiles of approved quality of

company Johnson/ RAK/ Kajaria/ Nitco/ Asian or equivalent make
of size 30 centimetre x 30 centimetre and confirming to Indian
Standard 15622-2006 (Group-B HA) for antiskid flooring in toilet
area laid on a bed of cement mortar 1:4 including cement float, filling
joint with cement slurry cleaning curing etcetera complete as
directed.

7.56 1328.92 Rupees one thousand three hundred One Square 10046.64
twenty-eight and paise ninety-two only Metre

48 Providing and fixing 90 centimeter x 60 centimeter Marble plate

engraving 10 centimeter. height letter, figures including painting
the lefters or figures with approved colour and shade complete

1.00 8400.76 Rupees eight thousand four hundred and One Number 8400.76
paise seventy-six only

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
49 Providing and laying Polished Tandur Stone flooring 25 millimetre
to 30 millimetre thick required width in plain pattern for courtyard
on a bed of Cement Mortar 1:6 including cement float, filling joints
with neat cement slurry, curing, polishing and cleaning etcetera
complete.

10.70 1195.66 Rupees one thousand one hundred ninety- One Square 12793.56
five and paise sixty-six only Metre
50 Providing and laying chequered tiles of approved quality of size 30
centimetre x 30 centimetre confirming to corresponding Indian
Standard for flooring in required position laid on a bed of 1:4 cement
mortar including cement float, filling joint with cement slurry
cleaning curing etcetera complete.

14.90 818.24 Rupees eight hundred eighteen and paise One Square 12191.78
twenty-four only Metre
51 Providing and fixing frame with or without ventilator of size as
specified with Country non teak wood for doors and windows
including chamfering, rounding, rebating, iron holdfast of size
300milimeter x 40milimeter x 5milimeter with oil painting, etcetra
complete.

0.15 117716.09 Rupees one lakhs seventeen thousand One Cubic 17657.41
seven hundred sixteen and paise nine only metre

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
52 Providing and Fixing 30 milimetre thick BOTH SIDE PRELAMINATED
SOLID PANEL Poly Vernyl Chloride DOOR SHUTTER consisting of frame
made out of Mild Steel tubes of 19 guage thickness and, size 19 x 19
milimetre for styles and 15 x15 milimetre for the top and bottom rails, Mild
Steel frame shall have a coat of metel primer of approved make and
manufacture. Mild Steel frame shall be covered with heat mouled Poly
Vernyl Chloride 'C' channel made from 5 milimetre (+/ 0.25) thick
prelaminated sheet of density 600 Kilogram/ cubic Metre, of size 30
milimetre thickness 70 milimetre width out of which 50 milimetre shall be
flat and 20 milimetre shall be tapered in 45 angle on either side forming
stiles; and 5 milimetre thick, 95 milimetre wide Poly Vernyl Chloride sheet
out of which 75 milimetre shall be falt and 20 milimetre shall be tapered in
45 on the inner side to form top and bottom rail and 115 milimetre wide
Poly Vernyl Chloride sheet out of which 75 milimetre shall be falt and 20
milimetre shall be tapered on both sides to form lock rail. Top, bottom and
lock rail shall be provided either side of the panel. An additional 5
milimetre (+/ 0.25) thick Poly Vernyl Chloride strip of 20 milimetre width
is to be stuck on the bottom side of the 'C' channel prelaminated paneling
of 5 milimetre (+/ 0.25) thick Poly Vernyl Chloride sheet to be fitted inside
the Mild Steel frame welded/ sealed to the styles and rails with 5
milimetre (+/ 0.25) x 30 milimetre Poly Vernyl Chloride sheet beading on
either side and joined together with solvent cement adhesive etcetera 10
milimetre thickness (5 milimetre (+/ 0.25) x 2 nos ) 20 milimetre wide cross
Poly Vernyl Chloride sheet as gap insert for the rail and bottom rail. Door
to be fixed to frames with 3 numbers Mild Steel powder coated but hinges
of size 100 milimetre long steel screws drilled suitable to pass through
both the walls of the M.S tube.other hardwares

7.20 7196.25 Rupees seven thousand one hundred One Square 51813.00
ninety-six and paise twenty-five only Metre
53 Providing and fixing solid core flush door shutter in single leaf 32
millimetre thick decorative type of exterior grade as per detailed
drawings approved veneers 3 millimetre thick on both faces or as
directed, all necessary beads, mouldings and lipping, wrought iron
hold fasts, approved chromium plated fixtures and fastenings with
brass mortise lock, approved chromium plated handles on both sides
and finishing with french polish etcetera complete as directed.

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
21.60 3383.82 Rupees three thousand three hundred One Square 73090.51
eighty-three and paise eighty-two only Metre

54 Providing and applying two coats of wall care putty of approved

make on plastered surface and ceiling and walls to prepare surface
even and smooth to receive painting, etcetera complete as directed.

532.01 98.91 Rupees ninety-eight and paise ninety-one One Square 52621.11
only Metre
55 Providing and applying two coats of exterior acraylic emulsion paint
confirming to corresponding Indian Standard of Asian/ Nerolac/
Berger/ Dulux/ Shalimar make and of approved colour to the
plastered surfaces including cleaning, preparing the plaster surface,
applying primer coat, scaffolding if necessary, and watering the
surface for two days etcetera complete as directed.

258.35 286.84 Rupees two hundred eighty-six and paise One Square 74105.11
eighty-four only Metre
56 Providing and applying washable oil-bound distemper of approved
colour and shade to old and new surfaces in two coats including
scaffolding, preparing the surfaces. (excluding the primer coat.)
Including all lead and lifts etcetera complete.

532.01 52.75 Rupees fifty-two and paise seventy-five One Square 28063.53
only Metre

4615182.60
SCHEDULE - 'B' [ Part (B) : Testing Charges & Royalty Charges ]
57) Royalty Charges :-

57.89 For Other Material 216.18 Rupees two hundred sixteen and paise Cubic Metre 12514.66
eighteen only

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
58.08 For Sand 237.37 Rupees two hundred thirty-seven and Cubic Metre 13786.45
paise thirty-seven only

Total Royalty Charges :- 26301.11

58) Testing Charges:-

A Crush Metal

2.00 Specific Gravity, Water Absorption, Crushing Value, Impact Value 2730.00 Rupees two thousand seven hundred One Set of Test 5460.00
thirty and paise nil only
B Cement Concrete

8.00 Compressive Strength of Cube 725.00 Rupees seven hundred twenty-five and One Set of Test 5800.00
paise nil only
C Rubble

1.00 Crushing Value, Comp. Strength, Water Absorption, Specific Gravity 2120.00 Rupees two thousand one hundred One Set of Test 2120.00
twenty and paise nil only
D Cement

1.00 Standard Consistancy, Fineness. Specific Gravity, Setting Time, 3960.00 Rupees three thousand nine hundred One Set of Test 3960.00
Comp. Strength, Soundness sixty and paise nil only

E Steel

1.00 Tensile Strength, Percentage Elongation, Yeild Stress, Weight per 1275.00 Rupees one thousand two hundred One Set of Test 1275.00
Running Meter, Bend/Rebend Test, Proof Stress seventy-five and paise nil only
F Bricks

1.00 Water Absorption, Compressive Strength, Efflorescence 2175.00 Rupees two thousand one hundred One Set of Test 2175.00
seventy-five and paise nil only
J Vetrified Tiles

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words
1.00 Water Absorption, Modulus of Rupture 1595.00 Rupees one thousand five hundred ninety- One Set of Test 1595.00
five and paise nil only
K Sand
1.00 Fineness Modulus 1380.00 Rupees one thousand three hundred One Set of Test 1380.00
eighty and paise nil only
1.00 Silt Factor 850.00 Rupees eight hundred fifty and paise nil One Set of Test 850.00
only
Total (Testing Charges) :- 24615.00

Total (B) :- 50916.11

Total (A) :- Part A :- Work Portion ₹ 46,15,182.60

Total (B) :- Part B :- Quality Control Testing & Royalty Charges ₹ 50,916.11
Total Cost ₹ 46,66,098.71

Say ₹ 46,66,099.00

SUMMARY OF SCHEDULE-B

Contractor's No. of Corrections Executive Engineer

 Quantity put ESTIMATED RATE in Rupees & Paise
Item Amount
to tender (may Description of items Unit
No. Rupees
more or less) In Figures In Words

1) FOR MULTIPURPOSE CENTER AT DOKSHET DHARANACHIWADI TAL.SUDHAGAD (PART-A) 4615182.00

(PART-B) 50917.00
(A+B) = 4666099.00

2) FOR MULTIPURPOSE CENTER AT DOKSHET JAMBHULWADI TAL.SUDHAGAD (PART-A) 4615182.00

(PART-B) 50917.00
(A+B) = 4666099.00

3) FOR MULTIPURPOSE CENTER AT PARALI ADHIVASIWADI TAL.SUDHAGAD (PART-A) 4615182.00

(PART-B) 50917.00
(A+B) = 4666099.00

4) FOR MULTIPURPOSE CENTER AT KALAMB ADHIVASIWADI TAL.SUDHAGAD (PART-A) 4615182.00

(PART-B) 50917.00
(A+B) = 4666099.00

TOTAL COST OF SCHEDULE-B (PART-A) 18460728.00

(PART-B) 203668.00
(A+B) = 18664396.00

Assistant Engineer Grade-1 Executive Engineer

P. W. (Tribal) Sub-Division, Shahpur P. W. (Tribal) Division, Thane

Contractor's No. of Corrections Executive Engineer

 Name of Work :- Construction of Multipurpose Center under Prime Minister Janman Central Scheme at Dhokshet Dharanachiwadi,Dhokshet
Jambhulwadi,Parali Adihvasiwadi,Kalamb Adhivasiwadi,Tal.Sudhagad Dist. Raigad

SCHEDULE - 'C' SPECIFICATIONS

Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
1) FOR MULTIPURPOSE CENTER AT DOKSHET
DHARANACHIWADI TAL.SUDHAGAD
1 Labour charges for removing grass, thorney shrubs, Jungli As directed by The work shall be carried out as per the directions of Engineer in
shrub, Kubabul and alike grass along roadside making the Engineer in charge. charge.
ground clean by showel and phavaras etcetra complete.

2 Excavation for roadway in earth, soil of all sorts, sand, gravel or MORTH 301 The work shall be carried out as directed by Engineer in Charge
soft murum including dressing section to the required grade,
camber and side slopes and conveying the excavated materials
with all lifts upto a lead of 50 metre and spreading for
embankment or stacking as directed.

3 Conveying materials obtained from road cutting including all MORTH 305 The work shall be carried out as per the directions of Engineer-
lifts, laying in layers of 20 centimetre to 30 centimetre breaking in-charge
clods, dressing to the required lines, curves, grades and section,
watering and compacting to not less than 97% of standard
proctor density for a lead of 300 metre to 500 metre inclusive,
from the site of excavation to the site of deposition as directed.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
4 Excavation for foundation in earth, soil of all types, sand, gravel Bd.A.10 Page a) The sizes of Length, width and depth of excavation shown on
and soft murum including removing the excavated material up Number 262 drawing are probable and may vary in actual execution. The
to required distance beyond the building area, stacking and contractor is not entitled to claim extra payment for changes in
spreading as directed, dewatering if required, preparing the size of Excavation.
bed for the foundation and necessary back filling, ramming, b) The decIndian Standard Instituteon regarding strata
watering including shoring and strutting etcetera complete as classification will be taken by the Engineer-in-charge and shall
directed for all leads and lifts. be final and binding on the Contractor.
c) Only approved material shall be used for backfilling.
d] Soil strata :- This shall include all kinds of Soil, silt, sand, soft
murum, which can be best removed with showel after after
loosening with pick axe or crow bar. It shall also include isolated
boulders upto 0.10 cu.mt. which do not need blasting and cold
be removed with pick axe, showel and crow bar. The strata on
final excavation shall be broght to the notice and got approved
by the Engineer-in-charge, before commencing further work.
e) The work shall be carried out as per directions of the Engineer-
in-charge.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
5 Excavation for foundation in hard murum including Bd.A.1 Page No.259 a) The sizes of Length, width and depth of excavation shown on
removing the excavated material upto distance of 50 metres drawing are probable and may vary in actual execution. The
beyond the building area and stacking and spreading as contractor is not entitled to claim extra payment for changes in
directed, dewatering, preparing the bed for the foundation size of Excavation.
and necessary back filling, ramilimetering, watering b) The decIndian Standard Instituteon regarding strata
including shoring and strutting et- cetra complete. (Lift upto classification will be taken by the Engineer-in-charge and shall
1.50 m) By Manual Means be final and binding on the Contractor.
c) Only approved material shall be used for backfilling.
d] Soil strata :- This shall include all kinds of Soil, silt, sand, soft
murum, which can be best removed with showel after after
loosening with pick axe or crow bar. It shall also include isolated
boulders upto 0.10 cu.mt. which do not need blasting and cold
be removed with pick axe, showel and crow bar. The strata on
final excavation shall be broght to the notice and got approved
by the Engineer-in-charge, before commencing further work.
e) The work shall be carried out as per directions of the Engineer-
in-charge.

6 Providing dry trap rubble stone soling 15 centimetre to 20 Bd.A.10 Page a) Only approved excavated material shall be used for filling.
centimetre thick including hand packing and compacting Number 262 b) The work shall be executed as per directions of the Engineer
etcetera complete as directed. (including all leads and lifts) in charge.
C) Work To be exicuted with vibroplate.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
7 Providing and laying Cast in situ/ Ready Mix cement concrete Bd. E. 1 Page a) All the material is to be tested and Design mix should be
M-10 of trap metal for foundation and bedding including Number 287 obtained from Government/ Government Approved Laboratory
bailing out water if required, formwork, laying/ pumping, before starting of work as directed by the Engineer-in-charge
compacting, finishing uneven and honey combed surface if b) The strength of concrete to be used is M-10 by Design mix.
required, curing etcetera complete with fully automatic micro c) Sampling and testing shall comply with specification
processor based Programmable Logic Controller with d) Curing shall be done by wet gunny bags.
Supervisory Control and Data AcquIndian Standard e) The work shall be carried out as per the directions of Engineer-
Institutetion enabled reversible Drum Type mixer/ concrete in-charge.
Batch mix plant (Pan mixer) with fine aggregate as finely
washed Natural Sand/ Vertical Shaft Impactor Grade Crushed
sand etcetera complete as directed. (including all leads and lifts)

8 Providing and fixing in position Thermo Mechanically Treated - Bd.F.17, Page a) The work shall be carried out as per the directions of Engineer-
Ferrous - 500 bar reinforcement of various diameters of Number 306 in-charge.
TISCON, SAIL, TATA Steel, RINL (Rashtriya Ispat Nigam b) The payment shall be made as per Metric Tonne instead of
Limited - Vizag), JSW or with embossing of Indian Standard per Quintal as specified in the standard specification book.
Institute Trade Mark and Thermo Mechanically Treated T c) Re-rolled Steel shall not be used.
Brand at every 1.00 meter interval on every bar confirming to d) Thermo Mechanically Treated (T.M.T. Steel) bar
Indian Standard 1786 for Reinforced Cement Concrete footings, reinforcement of TISCON (TATA Iron and Steel company ),
columns, beams, lintels, chajjas, canopies, slabs, staircase, waist SAIL (Steel Authority of India Limited),TATA Steel, RINL
slas, pardis, copings, fins, arches etcetera as per detailed (Rashtriya Ispat Nigam Limited - Vizag) with embossing of
designs, drawings and schedules including cutting, bending, Indian Standard Institute Trade Mark and T.M.T. Brand at every
hooking the bars, binding with Galvanised Iron binding wires 1.00 meter interval on every bar confirming to Indian Standard
of appropriate gauge and supporting etcetera complete as 1786 shall only be approved by the Engineer-in-charge and the
required. (including all leads and lifts) same shall be brought by the contractor.
e) The charges of Reinforced Cement Conceret Design shall be
borne by Contractor and duly get approved from Engineer in
Charge.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
9 Providing and laying in situ/ Ready Mix cement concrete Mix Bd.F.3 Page Number a) All the materials are to be tested and design mix should be
20 of trap/ granite/ quartzite/ gneiss metal for Reinforced 298 and obtained from Government or Government approved laboratory
Cement Cocrete work in foundations like raft, strip B.7, Page Number38 before starting of work as directed by Engineer-in-charge.
foundations, grillage and footings of Reinforced Cement b) The concrete shall be mixed by mechnical mixer only.
Cocrete columns and steel stanchions etcetera including bailing c) Formwork of plywood and steel plate, centering of steel props
out water, Steel centering formwork, laying/ pumping cover shall be used.
blocks, compaction and curing roughening the surface if special d) The strength of concrete to be used is as specified in the
finish is to be provided (Excluding reinforcement and structural wording by design mix.
steel) etcetera complete, with fully automatic micro processor e) Sampling and testing shall be comply with specification
based Programmable logic Controller with Supervisory Control number B-7 (3) Page Number 38 and relevant specification
and data Aquisition enabled reversible Drum Type mixer/ Number B-16 (12) Page Number 37 from standard specifications.
concrete Batch mix plant (Pan mixer) etcetera complete. With f) The rate of item is based on cement content of 350 kilogram
fine aggregate (Crushed sand Vertiacl Shaft Impactor Grade) per cubic metre. For change in cement content as per actual mix
design, the rate of item will be increased or decreased as per
conditions in the B-7-4 Page Number 39 of Standard
sppeceifications.
g) All quality control register should be maintained and
coloured photo album of work executed shall be submitted with
every Running Account Bill by the Contractor at his own cost.
h) All the necessity equipments for field test of concrete, bricks,
sand, etcetera shall be made avilable by contractor at his own
cost.
i) For using vertical shaft impactor grade artificial sand prior
permission engineer in charge shall be obtained and accordingly
concrete mix design shall be obtained from Government
Laboratory before execution.
j) Specifications shall be followed.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
10 Providing and laying Cast in situ/ Ready Mix cement concrete Bd.F.5 Page Number a) All the materials are to be tested and design mix should be
Mix 20 of trap/ granite/ quartzite/ gneiss metal for Reinforced 300 and B.7, obtained from Government or Government approved laboratory
Cement Cocrete columns as per detailed designs and drawing Page.Number 38 before starting of work as directed by Engineer-in-charge.
or as directed including steel centering, formwork, cover b) The concrete shall be mixed by mechnical mixer only.
blocks, laying/ pumping, compaction finishing the formed c) Formwork of plywood and steel plate, centering of steel props
surfaces with cement mortar 1:3 of sufficient minimum shall be used.
thickness to give a smooth and even surface or roughening if d) The strength of concrete to be used is as specified in the
special finish is to be provided and curing etcetera complete. wording by design mix.
(Excluding reinforcement and structural steel). with fully e) Sampling and testing shall be comply with specification
automatic micro processor based Programmable logic number B-7 (3) Page Number 38 and relevant specification
Controller with Supervisory Control and data Aquisition Number B-16 (12) Page Number 37 from standard specifications.
enabled reversible Drum Type mixer/ concrete Batch mix plant f) The rate of item is based on cement content of 350 kilogram
(Pan mixer) etcetera complete. With fine aggregate (Crushed per cubic metre. For change in cement content as per actual mix
sand Vertical Shaft Impactor Grade) design, the rate of item will be increased or decreased as per
conditions in the B-7-4 Page Number 39 of Standard
sppeceifications.
g) All quality control register should be maintained and
coloured photo album of work executed shall be submitted with
every Running Account Bill by the Contractor at his own cost.
h) All the necessity equipments for field test of concrete, bricks,
sand, etcetera shall be made avilable by contractor at his own
cost.
i) For using vertical shaft impactor grade artificial sand prior
permission engineer in charge shall be obtained and accordingly
concrete mix design shall be obtained from Government
Laboratory before execution.
j) Specifications shall be followed.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
11 Providing and laying Cast in situ/ Ready Mix cement concrete Bd.F.6 Page Number a) All the materials are to be tested and design mix should be
Mix 20 of trap/ granite/ quartzite/ gneiss metal for Reinforced 300 and obtained from Government or Government approved laboratory
Cement Cocrete beams and lintels as per detailed designs and B.7, Page Number38 before starting of work as directed by Engineer-in-charge.
drawings or as directed including steel centering, formwork, b) The concrete shall be mixed by mechnical mixer only.
cover blocks, laying/ pumping, compactionand roughening the c) Formwork of plywood and steel plate, centering of steel props
surface if special finish is to be provided and curing etcetera shall be used.
complete. (Excluding reinforcement and structural steel). with d) The strength of concrete to be used is as specified in the
fully automatic micro processor based Programmable logic wording by design mix.
Controller with Supervisory Control and data Aquisition e) Sampling and testing shall be comply with specification
enabled reversible Drum Type mixer/ concrete Batch mix plant number B-7 (3) Page Number 38 and relevant specification
(Pan mixer) etcetera complete. With fine aggregate (Crushed Number B-16 (12) Page Number 37 from standard specifications.
sand Vertical Shaft Impactor Grade) f) The rate of item is based on cement content of 350 kilogram
per cubic metre. For change in cement content as per actual mix
design, the rate of item will be increased or decreased as per
conditions in the B-7-4 Page Number 39 of Standard
sppeceifications.
g) All quality control register should be maintained and
coloured photo album of work executed shall be submitted with
every Running Account Bill by the Contractor at his own cost.
h) All the necessity equipments for field test of concrete, bricks,
sand, etcetera shall be made avilable by contractor at his own
cost.
i) For using vertical shaft impactor grade artificial sand prior
permission engineer in charge shall be obtained and accordingly
concrete mix design shall be obtained from Government
Laboratory before execution.
j) Specifications shall be followed.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
12 Providing second class Burnt Brick masonry with Bd.O.5 Page Number The work shall be carried out as directed by Engineer in Charge
conventional/ Indian Standard type bricks in cement mortar 1:6 405
in foundations and plinth of inner walls/ in plinth external
walls including bailing out water manuall, striking joints on
unexposed faces, raking out joints on exposed faces and
watering Including all lead and lifts etcetera complete.

13 Filling in plinth and floors with contractors material brought Bd.A.11 Page a) Only approved excavated material shall be used for filling
from outside and approved by Engineer in charge including Number 263 b) The work shall be executed as per directions of the Engineer
watering and compacting in layers of 15 centimetre to 20 in charge. C) Work To be exicuted with vibroplate.
centimetre etcetera complete as directed. (including all leads
and lifts)

14 Filling in plinth and floors with approved excavated material in Bd.A.10 Page a) Only approved excavated material shall be used for filling
15centimeter to 20 centimeter layers including watering and Number 262 b) The work shall be executed as per directions of the Engineer
compacting etcetera complete. in charge. C) Work To be exicuted with vibroplate.

15 Providing second class Burnt Brick masonry with Bd.G.5 Page Number a) The testing of bricks shall be done at prescribed frequency in
conventional/ Indian Standard type bricks in cement mortar 1:6 315 Government/ Government approved laboratory only.
in superstructure including striking joints, raking out joints, b) Testing charges shall be paid by the contractor.
watering and scaffolding etcetera Complete c) One set of 15 bricks to be tested for each consignment of
50,000 number for (I) water absorption and (ii) crushing strength
in dry and wet conditions.
d) The work shall be carried out as per the direction of Engineer-
in-charge.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
16 Providing second class Burnt Brick masonry with Bd.G.7 Page Number a) The testing of bricks shall be done at prescribed frequency in
conventional/ Indian Standard type bricks in cement mortar 1:4 316 Government/ Government approved laboratory only.
in half brick thick wall including mild steel longitudinal b) Testing charges shall be paid by the contractor.
reinforcement of 2 bars of 6 millimetre diameter/ 2 hoop iron c) One set of 15 bricks to be tested for each consignment of
strips 25 millimetre X 1.6 millimetre placed at every third 50,000 number for (I) water absorption and (ii) crushing strength
course, properly bent and bonded at ends scaffolding, racking in dry and wet conditions.
out joints and watering etcetera complete. d) The work shall be carried out as per the direction of Engineer-
in-charge.

17 Providing and fixing M-40 grade precast concrete door frame of As directed by The work shall be carried out as directed by Engineer in Charge
size 60 millimetre x 100 millimetre vibrated pull cast or similar Engineer in
type with chamfer conforming to Indian Standard 6524-1983 charge.
having 6 millimetre diametres bars 3 Numbers and stirrups at
the rate of 250 millimetre centre to centre and fixing in wall
with 6 Numbers of hold fast of 12 millimetre diametre bars 500
millimetre long including cleaning the frame surface, necessary
primer and oil painting of appoved make and colour shade
etcetera complete as directed including all leads and lifts.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
18 Providing and laying Cast in situ/ Ready Mixcement concrete Bd.F.9 Page Number The work shall be carried out as per the directions of Engineer in
M-20 of trap/ granite/ quartzite/ gneiss metal for Reinforced 303 and B.7, Page charge.
Cement Concrete chajja as per detailed design and drawings Number38
including steel centering, formwork, cover blocks, laying/
pumping, compacting and roughening the surface if special
finish is to be provided and curing complete. (Excluding
reinforcement and structural steel). with fully automatic micro
processor based Programmable logic Controller with
Supervisory Control and data Aquisition enabled reversible
Drum Type mixer/ concrete Batch mix plant (Pan mixer)
etcetera complete. With fine aggregate (Crushed sand Vertical
Shaft Impactor Grade)

19 Providing and laying Cast in situ/ Ready Mix cement concrete Bd.F.8 Page Number The work shall be carried out as directed by Engineer in Charge
M-20 of trap/ granite/ quartzite/ gneiss metal for Reiforced 302 and B.7, Page
Cement Concrete slabs and landings as per detailed designs Number38
and drawings including steel centering, formwork, cover
blocks, laying/ pumping, compaction finishing the formed
surfaces with cement mortar 1:3 of sufficient minimum
thickness to give a smooth and even surface or roughening if
special finish is to be provided and curing etcetera complete,
(Excluding reinforcement and structural steel). with fully
automatic micro processor based Programmable logic
Controller with Supervisory Control and data Aquisition
enabled reversible Drum Type mixer/ concrete Batch mix plant
(Pan mixer) etcetera complete. With fine aggregate (Crushed
sand Vertical Shaft Impactor grade)

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
20 Providing structural steel work in trusses, other similar trussed As directed by The work shall be carried out as directed by Engineer in Charge
purlins and members with all bracing, gusset plates etcetera as Engineer in charge.
per detailed designs and drawings or as directed including
cutting, fabricating, hoisting, erecting fixing in position, Making
riveted/ bolted/ welded connection and one coat of
anticorrosive paint and over it 2 coats of oil painting approved
quality and shade Including all lead and lifts etcetera complete.

21 Puf Roof Panel: Sandwich panel for roof 50 milimetre thick(puf) As directed by 1. The work shall be carried out as per the directions of Engineer-
The base material being Mangalore Tile shape profile Pre- Engineer in charge. in-charge
painted coating.External face brick Red.PCT 0.4 milimetre 2. The Contractor shall be obtain the various test results from the
Cover Width of the panel will be 990 milimetre. Crest height of Govt. Laboratory as directed by Engineer in Charge. The
30 milimetre pitch of 198 milimetre.The length of panel as per Original bills of such test condutcted shall be produced at the
site length requirement the side lapping and over lapping joints time of payment. The payment of only those test shall be
of the self supporting panels shall be vapour tight.The PUF released which are acceptable as per relevant specification
panels external and internal sides have guard film protection
and confirmd Indian Standard-123436-1988.The to sheet have
profiled and bottom sheet have a micro rib finishing thermal
conductivity of 0.024 w/mk. Density shall be 40+/. 2 kilogram
per metercube CFC/HCFC free Installation shall be Using
Hourse Power or equivalent Hex head self drilling Screws with
washer 12-14*100 milimeter size of
required.Make:Therm:shield include Ridge Tiles of Width 990
milimeter and end batterns

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
22 Providing sills of required material 20 milimetre to 25 Spec.Number: a) Sample shall be got approved from the Engineer-in-charge
milimetre thick, on a bed of cement mortar 1:4 including Bd.M.31/Page prior to start of work.
cement float, filling joints with neat cement slurry, curing, Number 393 b) The work shall be carried out as per the directions of Engineer
moulding edges, polishing, cleaning complete. in charge.
b) Granite

23 Providing sand faced plaster externally in cement mortar using Bd.L.7 Page Number a) This item includes Dhar-core, water patti, grooves in plaster
approved screened sand, in all positions including base coat of 369 etcetera complete as directed.
15 millimetre thick in cement mortar 1:4 using waterproofing b) The waterproofing compound shall be got approved by the
compound at 1 kilogram per cement bag curing the same for Engineer-in-charge before use. The sand for plaster work shall
not less than 2 days and keeping the surface of the base coat be free from silt and shall be washed before use.
rough to receive the sand faced treatment 6 to 8 millimetre thick c) The work shall be carried out as per the directions of Engineer-
in cement mortar 1:4 finishing the surface by taking out grains in-charge
and curing for fourteen days scaffolding etceteracomplete as
directed. (including all leads and lifts)

24 Providing and laying full body vitrified matt fininsh tiles Bd.M.12 Page The work shall be carried out as per the directions of Engineer-
having size 590 milimeter to 605 milimeter x to 605 milimeter of Number 385 in-charge
8 to 10 milimeter thickness and confirming Indian Standard
15622-2006 (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 etcetera complete.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
25 Providing and laying full body vitrified matt finish tiles having Bd.M.12 Page The work shall be carried out as per the directions of Engineer-
size 590 milimeter to 605 milimeter x to 605 milimeter of 8 to Number 385 in-charge
10 milimeter thickness and confirming Indian Standard 15622-
2006 (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 etcetera complete.

26 Providing and laying ceramic tiles having size 30 centimeter. x Bd.M.13 Page The work shall be carried out as per the directions of Engineer-
45 centimeter. confirming to corresponding Indian Standard for Number 386. in-charge
dado and skirting in required position with readymade
adhesive mortar of approved quality on plaster of 1:2 cement
mortar including joint filling with white or colour cement
slurry cleaning curing etcetra complete.

27 Providing internal cement plaster 12 milimetre thick in single Bd. L.2 Page Number The work shall be carried out as per the directions of Engineer-
coat in cement mortar 1:5 without neeru finish to concrete or 368 in-charge
brick surfaces, in all positions including scaffolding and curing
etcetera complete.
28 Providing and fixing Orissa type white glazed earthenware As directed by a) Sample shall be got approved from the Engineer-in-charge
575 milimeter water closet pan including S trap with Engineer in charge. prior to start of work.
earthenware foot rests, cast iron soil and vent pipe upto outside b) The work shall be carried out as per the directions of
face of the wall 1:2:4 brick bat lime concrete bedding without Engineer-in-charge
flushing tank and its accessories et- cetra complete.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
29 Providing and fixing European type Colour glazed As Directected By a) Sample shall be got approved from the Engineer-in-charge
earthenware water closet pan with UPolyvinyl Chloride seat Engineer Incharge prior to start of work.
and lid with chromium plated brass hinges and rubber buffers b) The work shall be carried out as per the directions of
including UPolyvinyl Chloride and vent pipe up to the outside Engineer-in-charge
face of wall 10 liter enameled low level flushing cistern with
fittings pipe stop tap brackets for fixing cistern 32 milimeter
dia. UPolyvinyl Chloride flush pipe with fittings and clamps,20
milimeter dia.UPolyvinyl Chloride overflow pipe ,mosquito
proof couplings Galvanized Iron chain and pulley,with water
Jet and fitting including cutting and making good to the
walls and floors testing etcetra complete.( prior approval of
sample and brand by Executive Engineer is necessary before
use)

30 Providing and fixing white glazed earthenware Wash Hand Bd.V.30 Page The work shall be carried out as directed by Engineer in Charge
Basin of 63centimeter x 45centimeter size including Bib cock Number 565
stop tap brass heavy 15milimeter, brackets, rubber plugs and
brass chain, stop tap and necessary pipe connection including
Polyvinyl Chloride waste pipe and trap up to the outside face
of the wall.

31 Providing and fixing on walls/ ceiling/ floor 25 milimetre BD.V 5 Page 551 and a) Pipe of standard make and brand and with Indian Standard
diametre Chlorinated Poly Venyl Chloride pipe of Finolex/ as directed by Institute mark shall be used.
Supreme/ Jain/ Astral make with necessary fittings, remaking Engineer in charge b) Sample shall be got approved from the Engineer-in-charge
good the demolished portion etcetera complete. Including prior to start of work.
removing existing pipe line if necessary and conveying and c) This item includes the cost of making Hot/ cold water
stacking the same in Public Works Department chowky or as pipeline concealed in brickwork, by chasing brickwork, fixing
directed etcetera complete. clamps, etcetera
d) The work shall be carried out as per the directions of
Engineer in charge.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
32 Providing and fixing on walls/ ceiling/ floor 32 millimetre BD.V 5 Page 551 and a) Pipe of standard make and brand and with Indian Standard
diametre Chlorinated Poly Venyl Chloride pipe of Finolex/ as directed by Institute mark shall be used.
Supreme/ Jain/ Astral make for water supply including fixing Engineer in charge b) Sample shall be got approved from the Engineer-in-charge
Galvanised Iron bracket of required size to keep the pipe 40 to prior to start of work.
65 millimetre away from face of walls and fixing with U clip c) This item includes the cost of making Hot/ cold water
nut bolt with necessary fittings, remaking good the demolished pipeline concealed in brickwork, by chasing brickwork, fixing
portion etcetera complete as directed. clamps, etcetera
d) The work shall be carried out as per the directions of
Engineer in charge.

33 Providing, laying and fixing Poly Vinyl Chloride pipe of 110 As directed by a) Pipe of standard make and brand and with Indian Standard
millimetre diameter of Finolex/ Supreme/ Jain/ Astral make Engineer in charge. Institute mark shall be used.
for soil/ vent pipes including fixing Galvanised Iron bracket of b) Sample shall be got approved from the Engineer-in-charge
required size to keep the pipe 40 to 65 millimetre away from prior to start of work.
face of walls and fixing with U clamps nut bolt with fittings c) This item includes the cost of making Hot/ cold water
such as bends, tees, reducers etcetera including necessary pipeline concealed in brickwork, by chasing brickwork, fixing
excavation, trench filling etcetera complete as directed. clamps, etcetera
d) The work shall be carried out as per the directions of
Engineer in charge.

34 Providing and constructing Brick Masonry Inspection Chamber Bd.V.43, Page The work shall be carried out as per the directions of Engineer-
60 centimetre x 45 centimetre x 90 centimetre average depth Number 574 in-charge
including 1:4:8 cement concrete foundation 1:2:4 cement
concrete channels half round Glazed Stone Ware pipes, brick
masonry, plastering from inside and with frame fixed in cement
concrete with Reinforced Cement Concrete Cover etcetera
complete as directed. (including all leads and lifts)

35 Providing soak pit of size 120 centimetre x 120 centimetre x 120 Bd.V.46, Page The work shall be carried out as per the directions of Engineer-
centimetre including excavating and filling with brick-bats. Number 576 in-charge

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
36 Providing and fixing Poly Vinyl Chloride Rain water pipes of As directed by a) Pipe of standard make and brand and with Indian Standard
160 millimetre outer diameter and having wall thickness of 2.2 Engineer Incharge Institute mark shall be used.
to 2.7 millimetre of Finolex/ Supreme/ Jain/ Astral make b) Sample shall be got approved from the Engineer-in-charge
confirming to Indian Standard 13592-1992 including proper prior to start of work.
rainwater receiving recess with Poly Vinyl Chloride plug, bend, c) This item includes the cost of making Hot/ cold water
necessary fittings, such as, offsets, shoes, including fixing pipeline concealed in brickwork, by chasing brickwork, fixing
Galvanised Iron bracket of required size to keep the pipe 40 to clamps, etcetera
65 millimetre away from face of walls and fixing with U clamps d) The work shall be carried out as per the directions of
nut bolt of approved quality and number, filing the joint using Engineer in charge.
rubber gasket with solvent cement and properly resting the
shoe of pipes on cement concrete or masonry blocks including
necessary scaffolding and maintenance for 3 years for any
leakages or dislocations of pipes. All the Poly Vinyl Chloride
fittings and additional 2 piece socket clips shall be got
approved from engineer in charge etcetera complete. (The
contractor shall give 3 years guarantee bond for payment)

37 Providing and fixing High Density Polyethelyne container one Bd.K.1 Page The work shall be carried out as directed by Engineer in Charge.
piece moulded water tank made out of low density polythyler Number359
and built corrugation including of delivery up to destination
hoisting and fixing of accessories such as inlet, outlet overflow
of all tanks capacity above 1000 to 20,000 litres Including all
lead and lifts etcetera complete.

38 Providing and fixing 40 milimetre diametre Ball cock medium As directed by The work shall be carried out as directed by Engineer in Charge
type with Poly vinyl Chloride float including sockets and Engineer in
necessary fittings and tested as per municipal requirements charge.
etcetera complete.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
39 Providing and fixing Chromium Plated BIB cock with wall charge a) Sample shall be got approved from the Engineer-in-charge
flange of approved make including necessary sockets/ union prior to start of work.
nut etcetera complete. b) The work shall be carried out as per the directions of
Engineer-in-charge
40 Providing and fixing in position Unplasticized Poly Vinol As Directected By a) Sample shall be got approved from the Engineer-in-charge
Chloride ultra violet stabilized 110 millimetre outer diameter Engineer Incharge prior to start of work.
cowl dome confirming to Indian Standard-4985 including b) The work shall be carried out as per the directions of
making joints with solvent cement etcetera complete Engineer-in-charge

41 Providing and laying in trenches 15 millimetre diametre BD.V 5 Page 551 and a) Pipe of standard make and brand and with Indian Standard
Chlorinated Poly Venyl Chloride pipe of Finolex/ Supreme/ as directed by Institute mark shall be used.
Jain/ Astral make for water supply including necessary Engineer in charge b) Sample shall be got approved from the Engineer-in-charge
excavation, fittings. refilling trenches etcetera complete as prior to start of work.
directed. c) This item includes the cost of making Hot/ cold water
pipeline concealed in brickwork, by chasing brickwork, fixing
clamps, etcetera
d) The work shall be carried out as per the directions of
Engineer in charge.

42 Providing and laying in trenches 20 millimetre diametre BD.V 5 Page 551 and a) Pipe of standard make and brand and with Indian Standard
Chlorinated Poly Venyl Chloride pipe of Finolex/ Supreme/ as directed by Institute mark shall be used.
Jain/ Astral make for water supply including necessary Engineer in charge b) Sample shall be got approved from the Engineer-in-charge
excavation, fittings. Refilling trenches etcetera complete as prior to start of work.
directed. c) This item includes the cost of making Hot/ cold water
pipeline concealed in brickwork, by chasing brickwork, fixing
clamps, etcetera
d) The work shall be carried out as per the directions of
Engineer in charge.

43 Providing fine cement finish 1.5 millimetre thick over green As directed by The work shall be carried out as directed by Engineer in Charge.
plaster surface including scaffolding curing etcetera complete. Engineer in charge.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
44 Providing and fixing in position. (as per Indian Standard 1868/ As directed by The work shall be carried out as directed by Engineer in Charge
1982) Aluminium sliding window of two tracks with Engineer in
rectangular pipe having overall dimension 63.50 x 38.10 x 1.02 charge.
milimetre at weight 0.547 Kilogram/One Running Metre. and
window frame bottom track section 61.85 x 31.75 x 1.20
milimetre at weight 0.695 Kilogram/One Running Metre. Top
and side track section 61.85 x 31.75 x 1.30 milimetre at weight
0.659 Kilogram/One Running Metre. The shutter should be of
bearing bottom 40 x 18 x 1.25 milimetre at weight 0.417
Kilogram/One Running Metre. Inter locking section 40 x 18 x
1.10 milimetre at weight 0.469 Kilogram/One Running Metre.
And handle section 40 x 18 x 1.25 milimetre at weight 0.417
Kilogram/One Running Metre. and top section 40 x 18 x 1.25
milimetre at weight 0.417 Kilogram/Running metre. As per
detailed drawings and as directed by Engineer in charge with
all necessary Aluminium sections fixtures and fastenings such
as roller bearing in nylon casting and self locking catch fitted in
vertical section of shutter including 5 milimetre thick plain
glass with all required screws and nuts etcetera complete. With
powder coating without box

45 Providing and fixing in position powder coated aluminium As directed by The work shall be carried out as directed by Engineer in Charge
louvered windows/ ventilator of various sizes with powder Engineer in
coating as per detailed drawing and specifications including charge.
aluminium frames 80 x 38 millimetre x 1.22 millimetre box
type, 5 millimetre thick sheet glass louvers, of approved quality
etcetera complete.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
46 Providing and fixing mild steel grill work for windows, Bd.U.1 Page Number The work shall be carried out as directed by Engineer in Charge
ventilators, etcetra 15 Kilogram per Square Metre as per 537
drawing including fixtures necessary welding and painting
with one coat of anticorrosive paint and two coats of oil
painting complete.

47 Providing and laying Antiskid Ceramic tiles of approved Bd. M-12 Page a) Sample shall be got approved from the Engineer-in-charge
quality of company Johnson/ RAK/ Kajaria/ Nitco/ Asian or Number 385 prior to start of work.
equivalent make of size 30 centimetre x 30 centimetre and b) The work shall be carried out as per the directions of Engineer
confirming to Indian Standard 15622-2006 (Group-B HA) for in charge.
antiskid flooring in toilet area laid on a bed of cement mortar
1:4 including cement float, filling joint with cement slurry
cleaning curing etcetera complete as directed.

48 Providing and fixing 90 centimeter x 60 centimeter Marble Bd.W.7 Page The work shall be carried out as per the directions of Engineer-
plate engraving 10 centimeter. height letter, figures Number586 in-charge
including painting the lefters or figures with approved colour
and shade complete
49 Providing and laying Polished Tandur Stone flooring 25 Bd.M.3 Page Number a) Sample shall be got approved from the Engineer-in-charge
millimetre to 30 millimetre thick required width in plain 380 prior to start of work.
pattern for courtyard on a bed of Cement Mortar 1:6 including b) The work shall be carried out as per the directions of
cement float, filling joints with neat cement slurry, curing, Engineer-in-charge
polishing and cleaning etcetera complete.

50 Providing and laying chequered tiles of approved quality of Bd. M-12 Page a) Sample shall be got approved from the Engineer-in-charge
size 30 centimetre x 30 centimetre confirming to corresponding Number 385 prior to start of work.
Indian Standard for flooring in required position laid on a bed b) The work shall be carried out as per the directions of Engineer
of 1:4 cement mortar including cement float, filling joint with in charge.
cement slurry cleaning curing etcetera complete.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
51 Providing and fixing frame with or without ventilator of size As directed by The Work shall be carried out as directed by Engineer in Charge
as specified with Country non teak wood for doors and Engineer in
windows including chamfering, rounding, rebating, iron charge.
holdfast of size 300milimeter x 40milimeter x 5milimeter with
oil painting, etcetra complete.

52 Providing and Fixing 30 milimetre thick BOTH SIDE As directed by The work shall be carried out as per the directions of Engineer-
PRELAMINATED SOLID PANEL Poly Vernyl Chloride DOOR Engineer in charge. in-charge
SHUTTER consisting of frame made out of Mild Steel tubes of 19
guage thickness and, size 19 x 19 milimetre for styles and 15 x15
milimetre for the top and bottom rails, Mild Steel frame shall have a
coat of metel primer of approved make and manufacture. Mild Steel
frame shall be covered with heat mouled Poly Vernyl Chloride 'C'
channel made from 5 milimetre (+/ 0.25) thick prelaminated sheet of
density 600 Kilogram/ cubic Metre, of size 30 milimetre thickness 70
milimetre width out of which 50 milimetre shall be flat and 20
milimetre shall be tapered in 45 angle on either side forming stiles; and
5 milimetre thick, 95 milimetre wide Poly Vernyl Chloride sheet out of
which 75 milimetre shall be falt and 20 milimetre shall be tapered in 45
on the inner side to form top and bottom rail and 115 milimetre wide
Poly Vernyl Chloride sheet out of which 75 milimetre shall be falt and
20 milimetre shall be tapered on both sides to form lock rail. Top,
bottom and lock rail shall be provided either side of the panel. An
additional 5 milimetre (+/ 0.25) thick Poly Vernyl Chloride strip of 20
milimetre width is to be stuck on the bottom side of the 'C' channel
prelaminated paneling of 5 milimetre (+/ 0.25) thick Poly Vernyl
Chloride sheet to be fitted inside the Mild Steel frame welded/ sealed
to the styles and rails with 5 milimetre (+/ 0.25) x 30 milimetre Poly
Vernyl Chloride sheet beading on either side and joined together with
solvent cement adhesive etcetera 10 milimetre thickness (5 milimetre
(+/ 0.25) x 2 nos ) 20 milimetre wide cross Poly Vernyl Chloride sheet
as gap insert for the rail and bottom rail. Door to be fixed to frames
with 3 numbers Mild Steel powder coated but hinges of size 100
milimetre long steel screws drilled suitable to pass through both the
walls of the M.S tube.other hardwares

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
53 Providing and fixing solid core flush door shutter in single leaf BD-T-34 Page The work shall be carried out as directed by Engineer in Charge
32 millimetre thick decorative type of exterior grade as per Number 499
detailed drawings approved veneers 3 millimetre thick on both
faces or as directed, all necessary beads, mouldings and
lipping, wrought iron hold fasts, approved chromium plated
fixtures and fastenings with brass mortise lock, approved
chromium plated handles on both sides and finishing with
french polish etcetera complete as directed.

54 Providing and applying two coats of wall care putty of As directed by The work shall be carried out as directed by Engineer in Charge
approved make on plastered surface and ceiling and walls to Engineer in charge.
prepare surface even and smooth to receive painting, etcetera
complete as directed.
55 Providing and applying two coats of exterior acraylic emulsion As directed by a) The Paint shall be of approved make only.
paint confirming to corresponding Indian Standard of Asian/ Engineer in charge. b) The shade and quality of paint shall be got approved by the
Nerolac/ Berger/ Dulux/ Shalimar make and of approved Engineer in charge prior to start of work.
colour to the plastered surfaces including cleaning, preparing c) The work shall be carried out as per the directions of Engineer
the plaster surface, applying primer coat, scaffolding if in charge
necessary, and watering the surface for two days etcetera
complete as directed.

56 Providing and applying washable oil-bound distemper of Bd. L.2 Page Number a) The Paint shall be of approved make only.
approved colour and shade to old and new surfaces in two 368 b) The shade and quality of paint shall be got approved by the
coats including scaffolding, preparing the surfaces. (excluding Engineer in charge prior to start of work.
the primer coat.) Including all lead and lifts etcetera complete. c) The work shall be carried out as per the directions of Engineer
in charge

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
57 Laboratory testing Charges required for material testing on the As directed by 1. The work shall be carried out as per the directions of Engineer-
basis of testing frequency and charges fixed by vigilance and Engineer in charge. in-charge
quality control circle pune for the year 2023-24, as per 2. The Contractor shall be obtain the various test results from the
Supritendent Engineer.,vigilance and quality control Govt. Laboratory as directed by Engineer in Charge. The
circle,Pune Lettter Number.844, dated 30.06.2017 Original bills of such test condutcted shall be produced at the
time of payment. The payment of only those test shall be
released which are acceptable as per relevant specification

58 Royalty Charges as per Revenue and Forest Department's As directed by a) The contractor is entitled to pay all Royalty charges as per
notification dated 11/02/2010 as per Maharashtra Minor Engineer in charge. Government rules and regulations and according to the
Mineral Extraction Rules,2010 and as per Instruction in general ammendments made from time to time.
notes on SSR 2020-21 in P.W. Sanctioned schedule of rates for b) In case, the contractor fails to pay the royalty completely (or if
year 2020-2021 for items of lime stone,lime it is paid partially), the Engineer - in - charge reserves the right
shell,stones,rubble,stone to recover the same by deducting that amount from the Running
dust,shingles,gravels,murum,kankar,ordinary earth (to be used account bills or final bill of the contractor.
for embankment and filling),slate and shell etcetera

2) FOR MULTIPURPOSE CENTER AT DOKSHET

JAMBHULWADI TAL.SUDHAGAD
1 Labour charges for removing grass, thorney shrubs, Jungli As directed by The work shall be carried out as per the directions of Engineer in
shrub, Kubabul and alike grass along roadside making the Engineer in charge. charge.
ground clean by showel and phavaras etcetra complete.

2 Excavation for roadway in earth, soil of all sorts, sand, gravel or MORTH 301 The work shall be carried out as directed by Engineer in Charge
soft murum including dressing section to the required grade,
camber and side slopes and conveying the excavated materials
with all lifts upto a lead of 50 metre and spreading for
embankment or stacking as directed.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
3 Conveying materials obtained from road cutting including all MORTH 305 The work shall be carried out as per the directions of Engineer-
lifts, laying in layers of 20 centimetre to 30 centimetre breaking in-charge
clods, dressing to the required lines, curves, grades and section,
watering and compacting to not less than 97% of standard
proctor density for a lead of 300 metre to 500 metre inclusive,
from the site of excavation to the site of deposition as directed.

4 Excavation for foundation in earth, soil of all types, sand, gravel Bd.A.10 Page a) The sizes of Length, width and depth of excavation shown on
and soft murum including removing the excavated material up Number 262 drawing are probable and may vary in actual execution. The
to required distance beyond the building area, stacking and contractor is not entitled to claim extra payment for changes in
spreading as directed, dewatering if required, preparing the size of Excavation.
bed for the foundation and necessary back filling, ramming, b) The decIndian Standard Instituteon regarding strata
watering including shoring and strutting etcetera complete as classification will be taken by the Engineer-in-charge and shall
directed for all leads and lifts. be final and binding on the Contractor.
c) Only approved material shall be used for backfilling.
d] Soil strata :- This shall include all kinds of Soil, silt, sand, soft
murum, which can be best removed with showel after after
loosening with pick axe or crow bar. It shall also include isolated
boulders upto 0.10 cu.mt. which do not need blasting and cold
be removed with pick axe, showel and crow bar. The strata on
final excavation shall be broght to the notice and got approved
by the Engineer-in-charge, before commencing further work.
e) The work shall be carried out as per directions of the Engineer-
in-charge.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
5 Excavation for foundation in hard murum including Bd.A.1 Page No.259 a) The sizes of Length, width and depth of excavation shown on
removing the excavated material upto distance of 50 metres drawing are probable and may vary in actual execution. The
beyond the building area and stacking and spreading as contractor is not entitled to claim extra payment for changes in
directed, dewatering, preparing the bed for the foundation size of Excavation.
and necessary back filling, ramilimetering, watering b) The decIndian Standard Instituteon regarding strata
including shoring and strutting et- cetra complete. (Lift upto classification will be taken by the Engineer-in-charge and shall
1.50 m) By Manual Means be final and binding on the Contractor.
c) Only approved material shall be used for backfilling.
d] Soil strata :- This shall include all kinds of Soil, silt, sand, soft
murum, which can be best removed with showel after after
loosening with pick axe or crow bar. It shall also include isolated
boulders upto 0.10 cu.mt. which do not need blasting and cold
be removed with pick axe, showel and crow bar. The strata on
final excavation shall be broght to the notice and got approved
by the Engineer-in-charge, before commencing further work.
e) The work shall be carried out as per directions of the Engineer-
in-charge.

6 Providing dry trap rubble stone soling 15 centimetre to 20 Bd.A.10 Page a) Only approved excavated material shall be used for filling.
centimetre thick including hand packing and compacting Number 262 b) The work shall be executed as per directions of the Engineer
etcetera complete as directed. (including all leads and lifts) in charge.
C) Work To be exicuted with vibroplate.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
7 Providing and laying Cast in situ/ Ready Mix cement concrete Bd. E. 1 Page a) All the material is to be tested and Design mix should be
M-10 of trap metal for foundation and bedding including Number 287 obtained from Government/ Government Approved Laboratory
bailing out water if required, formwork, laying/ pumping, before starting of work as directed by the Engineer-in-charge
compacting, finishing uneven and honey combed surface if b) The strength of concrete to be used is M-10 by Design mix.
required, curing etcetera complete with fully automatic micro c) Sampling and testing shall comply with specification
processor based Programmable Logic Controller with d) Curing shall be done by wet gunny bags.
Supervisory Control and Data AcquIndian Standard e) The work shall be carried out as per the directions of Engineer-
Institutetion enabled reversible Drum Type mixer/ concrete in-charge.
Batch mix plant (Pan mixer) with fine aggregate as finely
washed Natural Sand/ Vertical Shaft Impactor Grade Crushed
sand etcetera complete as directed. (including all leads and lifts)

8 Providing and fixing in position Thermo Mechanically Treated - Bd.F.17, Page a) The work shall be carried out as per the directions of Engineer-
Ferrous - 500 bar reinforcement of various diameters of Number 306 in-charge.
TISCON, SAIL, TATA Steel, RINL (Rashtriya Ispat Nigam b) The payment shall be made as per Metric Tonne instead of
Limited - Vizag), JSW or with embossing of Indian Standard per Quintal as specified in the standard specification book.
Institute Trade Mark and Thermo Mechanically Treated T c) Re-rolled Steel shall not be used.
Brand at every 1.00 meter interval on every bar confirming to d) Thermo Mechanically Treated (T.M.T. Steel) bar
Indian Standard 1786 for Reinforced Cement Concrete footings, reinforcement of TISCON (TATA Iron and Steel company ),
columns, beams, lintels, chajjas, canopies, slabs, staircase, waist SAIL (Steel Authority of India Limited),TATA Steel, RINL
slas, pardis, copings, fins, arches etcetera as per detailed (Rashtriya Ispat Nigam Limited - Vizag) with embossing of
designs, drawings and schedules including cutting, bending, Indian Standard Institute Trade Mark and T.M.T. Brand at every
hooking the bars, binding with Galvanised Iron binding wires 1.00 meter interval on every bar confirming to Indian Standard
of appropriate gauge and supporting etcetera complete as 1786 shall only be approved by the Engineer-in-charge and the
required. (including all leads and lifts) same shall be brought by the contractor.
e) The charges of Reinforced Cement Conceret Design shall be
borne by Contractor and duly get approved from Engineer in
Charge.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
9 Providing and laying in situ/ Ready Mix cement concrete Mix Bd.F.3 Page Number a) All the materials are to be tested and design mix should be
20 of trap/ granite/ quartzite/ gneiss metal for Reinforced 298 and obtained from Government or Government approved laboratory
Cement Cocrete work in foundations like raft, strip B.7, Page Number38 before starting of work as directed by Engineer-in-charge.
foundations, grillage and footings of Reinforced Cement b) The concrete shall be mixed by mechnical mixer only.
Cocrete columns and steel stanchions etcetera including bailing c) Formwork of plywood and steel plate, centering of steel props
out water, Steel centering formwork, laying/ pumping cover shall be used.
blocks, compaction and curing roughening the surface if special d) The strength of concrete to be used is as specified in the
finish is to be provided (Excluding reinforcement and structural wording by design mix.
steel) etcetera complete, with fully automatic micro processor e) Sampling and testing shall be comply with specification
based Programmable logic Controller with Supervisory Control number B-7 (3) Page Number 38 and relevant specification
and data Aquisition enabled reversible Drum Type mixer/ Number B-16 (12) Page Number 37 from standard specifications.
concrete Batch mix plant (Pan mixer) etcetera complete. With f) The rate of item is based on cement content of 350 kilogram
fine aggregate (Crushed sand Vertiacl Shaft Impactor Grade) per cubic metre. For change in cement content as per actual mix
design, the rate of item will be increased or decreased as per
conditions in the B-7-4 Page Number 39 of Standard
sppeceifications.
g) All quality control register should be maintained and
coloured photo album of work executed shall be submitted with
every Running Account Bill by the Contractor at his own cost.
h) All the necessity equipments for field test of concrete, bricks,
sand, etcetera shall be made avilable by contractor at his own
cost.
i) For using vertical shaft impactor grade artificial sand prior
permission engineer in charge shall be obtained and accordingly
concrete mix design shall be obtained from Government
Laboratory before execution.
j) Specifications shall be followed.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
10 Providing and laying Cast in situ/ Ready Mix cement concrete Bd.F.5 Page Number a) All the materials are to be tested and design mix should be
Mix 20 of trap/ granite/ quartzite/ gneiss metal for Reinforced 300 and B.7, obtained from Government or Government approved laboratory
Cement Cocrete columns as per detailed designs and drawing Page.Number 38 before starting of work as directed by Engineer-in-charge.
or as directed including steel centering, formwork, cover b) The concrete shall be mixed by mechnical mixer only.
blocks, laying/ pumping, compaction finishing the formed c) Formwork of plywood and steel plate, centering of steel props
surfaces with cement mortar 1:3 of sufficient minimum shall be used.
thickness to give a smooth and even surface or roughening if d) The strength of concrete to be used is as specified in the
special finish is to be provided and curing etcetera complete. wording by design mix.
(Excluding reinforcement and structural steel). with fully e) Sampling and testing shall be comply with specification
automatic micro processor based Programmable logic number B-7 (3) Page Number 38 and relevant specification
Controller with Supervisory Control and data Aquisition Number B-16 (12) Page Number 37 from standard specifications.
enabled reversible Drum Type mixer/ concrete Batch mix plant f) The rate of item is based on cement content of 350 kilogram
(Pan mixer) etcetera complete. With fine aggregate (Crushed per cubic metre. For change in cement content as per actual mix
sand Vertical Shaft Impactor Grade) design, the rate of item will be increased or decreased as per
conditions in the B-7-4 Page Number 39 of Standard
sppeceifications.
g) All quality control register should be maintained and
coloured photo album of work executed shall be submitted with
every Running Account Bill by the Contractor at his own cost.
h) All the necessity equipments for field test of concrete, bricks,
sand, etcetera shall be made avilable by contractor at his own
cost.
i) For using vertical shaft impactor grade artificial sand prior
permission engineer in charge shall be obtained and accordingly
concrete mix design shall be obtained from Government
Laboratory before execution.
j) Specifications shall be followed.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
11 Providing and laying Cast in situ/ Ready Mix cement concrete Bd.F.6 Page Number a) All the materials are to be tested and design mix should be
Mix 20 of trap/ granite/ quartzite/ gneiss metal for Reinforced 300 and obtained from Government or Government approved laboratory
Cement Cocrete beams and lintels as per detailed designs and B.7, Page Number38 before starting of work as directed by Engineer-in-charge.
drawings or as directed including steel centering, formwork, b) The concrete shall be mixed by mechnical mixer only.
cover blocks, laying/ pumping, compactionand roughening the c) Formwork of plywood and steel plate, centering of steel props
surface if special finish is to be provided and curing etcetera shall be used.
complete. (Excluding reinforcement and structural steel). with d) The strength of concrete to be used is as specified in the
fully automatic micro processor based Programmable logic wording by design mix.
Controller with Supervisory Control and data Aquisition e) Sampling and testing shall be comply with specification
enabled reversible Drum Type mixer/ concrete Batch mix plant number B-7 (3) Page Number 38 and relevant specification
(Pan mixer) etcetera complete. With fine aggregate (Crushed Number B-16 (12) Page Number 37 from standard specifications.
sand Vertical Shaft Impactor Grade) f) The rate of item is based on cement content of 350 kilogram
per cubic metre. For change in cement content as per actual mix
design, the rate of item will be increased or decreased as per
conditions in the B-7-4 Page Number 39 of Standard
sppeceifications.
g) All quality control register should be maintained and
coloured photo album of work executed shall be submitted with
every Running Account Bill by the Contractor at his own cost.
h) All the necessity equipments for field test of concrete, bricks,
sand, etcetera shall be made avilable by contractor at his own
cost.
i) For using vertical shaft impactor grade artificial sand prior
permission engineer in charge shall be obtained and accordingly
concrete mix design shall be obtained from Government
Laboratory before execution.
j) Specifications shall be followed.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
12 Providing second class Burnt Brick masonry with Bd.O.5 Page Number The work shall be carried out as directed by Engineer in Charge
conventional/ Indian Standard type bricks in cement mortar 1:6 405
in foundations and plinth of inner walls/ in plinth external
walls including bailing out water manuall, striking joints on
unexposed faces, raking out joints on exposed faces and
watering Including all lead and lifts etcetera complete.

13 Filling in plinth and floors with contractors material brought Bd.A.11 Page a) Only approved excavated material shall be used for filling
from outside and approved by Engineer in charge including Number 263 b) The work shall be executed as per directions of the Engineer
watering and compacting in layers of 15 centimetre to 20 in charge. C) Work To be exicuted with vibroplate.
centimetre etcetera complete as directed. (including all leads
and lifts)

14 Filling in plinth and floors with approved excavated material in Bd.A.10 Page a) Only approved excavated material shall be used for filling
15centimeter to 20 centimeter layers including watering and Number 262 b) The work shall be executed as per directions of the Engineer
compacting etcetera complete. in charge. C) Work To be exicuted with vibroplate.

15 Providing second class Burnt Brick masonry with Bd.G.5 Page Number a) The testing of bricks shall be done at prescribed frequency in
conventional/ Indian Standard type bricks in cement mortar 1:6 315 Government/ Government approved laboratory only.
in superstructure including striking joints, raking out joints, b) Testing charges shall be paid by the contractor.
watering and scaffolding etcetera Complete c) One set of 15 bricks to be tested for each consignment of
50,000 number for (I) water absorption and (ii) crushing strength
in dry and wet conditions.
d) The work shall be carried out as per the direction of Engineer-
in-charge.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
16 Providing second class Burnt Brick masonry with Bd.G.7 Page Number a) The testing of bricks shall be done at prescribed frequency in
conventional/ Indian Standard type bricks in cement mortar 1:4 316 Government/ Government approved laboratory only.
in half brick thick wall including mild steel longitudinal b) Testing charges shall be paid by the contractor.
reinforcement of 2 bars of 6 millimetre diameter/ 2 hoop iron c) One set of 15 bricks to be tested for each consignment of
strips 25 millimetre X 1.6 millimetre placed at every third 50,000 number for (I) water absorption and (ii) crushing strength
course, properly bent and bonded at ends scaffolding, racking in dry and wet conditions.
out joints and watering etcetera complete. d) The work shall be carried out as per the direction of Engineer-
in-charge.

17 Providing and fixing M-40 grade precast concrete door frame of As directed by The work shall be carried out as directed by Engineer in Charge
size 60 millimetre x 100 millimetre vibrated pull cast or similar Engineer in
type with chamfer conforming to Indian Standard 6524-1983 charge.
having 6 millimetre diametres bars 3 Numbers and stirrups at
the rate of 250 millimetre centre to centre and fixing in wall
with 6 Numbers of hold fast of 12 millimetre diametre bars 500
millimetre long including cleaning the frame surface, necessary
primer and oil painting of appoved make and colour shade
etcetera complete as directed including all leads and lifts.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
18 Providing and laying Cast in situ/ Ready Mixcement concrete Bd.F.9 Page Number The work shall be carried out as per the directions of Engineer in
M-20 of trap/ granite/ quartzite/ gneiss metal for Reinforced 303 and B.7, Page charge.
Cement Concrete chajja as per detailed design and drawings Number38
including steel centering, formwork, cover blocks, laying/
pumping, compacting and roughening the surface if special
finish is to be provided and curing complete. (Excluding
reinforcement and structural steel). with fully automatic micro
processor based Programmable logic Controller with
Supervisory Control and data Aquisition enabled reversible
Drum Type mixer/ concrete Batch mix plant (Pan mixer)
etcetera complete. With fine aggregate (Crushed sand Vertical
Shaft Impactor Grade)

19 Providing and laying Cast in situ/ Ready Mix cement concrete Bd.F.8 Page Number The work shall be carried out as directed by Engineer in Charge
M-20 of trap/ granite/ quartzite/ gneiss metal for Reiforced 302 and B.7, Page
Cement Concrete slabs and landings as per detailed designs Number38
and drawings including steel centering, formwork, cover
blocks, laying/ pumping, compaction finishing the formed
surfaces with cement mortar 1:3 of sufficient minimum
thickness to give a smooth and even surface or roughening if
special finish is to be provided and curing etcetera complete,
(Excluding reinforcement and structural steel). with fully
automatic micro processor based Programmable logic
Controller with Supervisory Control and data Aquisition
enabled reversible Drum Type mixer/ concrete Batch mix plant
(Pan mixer) etcetera complete. With fine aggregate (Crushed
sand Vertical Shaft Impactor grade)

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
20 Providing structural steel work in trusses, other similar trussed As directed by The work shall be carried out as directed by Engineer in Charge
purlins and members with all bracing, gusset plates etcetera as Engineer in charge.
per detailed designs and drawings or as directed including
cutting, fabricating, hoisting, erecting fixing in position, Making
riveted/ bolted/ welded connection and one coat of
anticorrosive paint and over it 2 coats of oil painting approved
quality and shade Including all lead and lifts etcetera complete.

21 Puf Roof Panel: Sandwich panel for roof 50 milimetre thick(puf) As directed by 1. The work shall be carried out as per the directions of Engineer-
The base material being Mangalore Tile shape profile Pre- Engineer in charge. in-charge
painted coating.External face brick Red.PCT 0.4 milimetre 2. The Contractor shall be obtain the various test results from the
Cover Width of the panel will be 990 milimetre. Crest height of Govt. Laboratory as directed by Engineer in Charge. The
30 milimetre pitch of 198 milimetre.The length of panel as per Original bills of such test condutcted shall be produced at the
site length requirement the side lapping and over lapping joints time of payment. The payment of only those test shall be
of the self supporting panels shall be vapour tight.The PUF released which are acceptable as per relevant specification
panels external and internal sides have guard film protection
and confirmd Indian Standard-123436-1988.The to sheet have
profiled and bottom sheet have a micro rib finishing thermal
conductivity of 0.024 w/mk. Density shall be 40+/. 2 kilogram
per metercube CFC/HCFC free Installation shall be Using
Hourse Power or equivalent Hex head self drilling Screws with
washer 12-14*100 milimeter size of
required.Make:Therm:shield include Ridge Tiles of Width 990
milimeter and end batterns

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
22 Providing sills of required material 20 milimetre to 25 Spec.Number: a) Sample shall be got approved from the Engineer-in-charge
milimetre thick, on a bed of cement mortar 1:4 including Bd.M.31/Page prior to start of work.
cement float, filling joints with neat cement slurry, curing, Number 393 b) The work shall be carried out as per the directions of Engineer
moulding edges, polishing, cleaning complete. in charge.
b) Granite

23 Providing sand faced plaster externally in cement mortar using Bd.L.7 Page Number a) This item includes Dhar-core, water patti, grooves in plaster
approved screened sand, in all positions including base coat of 369 etcetera complete as directed.
15 millimetre thick in cement mortar 1:4 using waterproofing b) The waterproofing compound shall be got approved by the
compound at 1 kilogram per cement bag curing the same for Engineer-in-charge before use. The sand for plaster work shall
not less than 2 days and keeping the surface of the base coat be free from silt and shall be washed before use.
rough to receive the sand faced treatment 6 to 8 millimetre thick c) The work shall be carried out as per the directions of Engineer-
in cement mortar 1:4 finishing the surface by taking out grains in-charge
and curing for fourteen days scaffolding etceteracomplete as
directed. (including all leads and lifts)

24 Providing and laying full body vitrified matt fininsh tiles Bd.M.12 Page The work shall be carried out as per the directions of Engineer-
having size 590 milimeter to 605 milimeter x to 605 milimeter of Number 385 in-charge
8 to 10 milimeter thickness and confirming Indian Standard
15622-2006 (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 etcetera complete.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
25 Providing and laying full body vitrified matt finish tiles having Bd.M.12 Page The work shall be carried out as per the directions of Engineer-
size 590 milimeter to 605 milimeter x to 605 milimeter of 8 to Number 385 in-charge
10 milimeter thickness and confirming Indian Standard 15622-
2006 (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 etcetera complete.

26 Providing and laying ceramic tiles having size 30 centimeter. x Bd.M.13 Page The work shall be carried out as per the directions of Engineer-
45 centimeter. confirming to corresponding Indian Standard for Number 386. in-charge
dado and skirting in required position with readymade
adhesive mortar of approved quality on plaster of 1:2 cement
mortar including joint filling with white or colour cement
slurry cleaning curing etcetra complete.

27 Providing internal cement plaster 12 milimetre thick in single Bd. L.2 Page Number The work shall be carried out as per the directions of Engineer-
coat in cement mortar 1:5 without neeru finish to concrete or 368 in-charge
brick surfaces, in all positions including scaffolding and curing
etcetera complete.
28 Providing and fixing Orissa type white glazed earthenware As directed by a) Sample shall be got approved from the Engineer-in-charge
575 milimeter water closet pan including S trap with Engineer in charge. prior to start of work.
earthenware foot rests, cast iron soil and vent pipe upto outside b) The work shall be carried out as per the directions of
face of the wall 1:2:4 brick bat lime concrete bedding without Engineer-in-charge
flushing tank and its accessories et- cetra complete.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
29 Providing and fixing European type Colour glazed As Directected By a) Sample shall be got approved from the Engineer-in-charge
earthenware water closet pan with UPolyvinyl Chloride seat Engineer Incharge prior to start of work.
and lid with chromium plated brass hinges and rubber buffers b) The work shall be carried out as per the directions of
including UPolyvinyl Chloride and vent pipe up to the outside Engineer-in-charge
face of wall 10 liter enameled low level flushing cistern with
fittings pipe stop tap brackets for fixing cistern 32 milimeter
dia. UPolyvinyl Chloride flush pipe with fittings and clamps,20
milimeter dia.UPolyvinyl Chloride overflow pipe ,mosquito
proof couplings Galvanized Iron chain and pulley,with water
Jet and fitting including cutting and making good to the
walls and floors testing etcetra complete.( prior approval of
sample and brand by Executive Engineer is necessary before
use)

30 Providing and fixing white glazed earthenware Wash Hand Bd.V.30 Page The work shall be carried out as directed by Engineer in Charge
Basin of 63centimeter x 45centimeter size including Bib cock Number 565
stop tap brass heavy 15milimeter, brackets, rubber plugs and
brass chain, stop tap and necessary pipe connection including
Polyvinyl Chloride waste pipe and trap up to the outside face
of the wall.

31 Providing and fixing on walls/ ceiling/ floor 25 milimetre BD.V 5 Page 551 and a) Pipe of standard make and brand and with Indian Standard
diametre Chlorinated Poly Venyl Chloride pipe of Finolex/ as directed by Institute mark shall be used.
Supreme/ Jain/ Astral make with necessary fittings, remaking Engineer in charge b) Sample shall be got approved from the Engineer-in-charge
good the demolished portion etcetera complete. Including prior to start of work.
removing existing pipe line if necessary and conveying and c) This item includes the cost of making Hot/ cold water
stacking the same in Public Works Department chowky or as pipeline concealed in brickwork, by chasing brickwork, fixing
directed etcetera complete. clamps, etcetera
d) The work shall be carried out as per the directions of
Engineer in charge.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
32 Providing and fixing on walls/ ceiling/ floor 32 millimetre BD.V 5 Page 551 and a) Pipe of standard make and brand and with Indian Standard
diametre Chlorinated Poly Venyl Chloride pipe of Finolex/ as directed by Institute mark shall be used.
Supreme/ Jain/ Astral make for water supply including fixing Engineer in charge b) Sample shall be got approved from the Engineer-in-charge
Galvanised Iron bracket of required size to keep the pipe 40 to prior to start of work.
65 millimetre away from face of walls and fixing with U clip c) This item includes the cost of making Hot/ cold water
nut bolt with necessary fittings, remaking good the demolished pipeline concealed in brickwork, by chasing brickwork, fixing
portion etcetera complete as directed. clamps, etcetera
d) The work shall be carried out as per the directions of
Engineer in charge.

33 Providing, laying and fixing Poly Vinyl Chloride pipe of 110 As directed by a) Pipe of standard make and brand and with Indian Standard
millimetre diameter of Finolex/ Supreme/ Jain/ Astral make Engineer in charge. Institute mark shall be used.
for soil/ vent pipes including fixing Galvanised Iron bracket of b) Sample shall be got approved from the Engineer-in-charge
required size to keep the pipe 40 to 65 millimetre away from prior to start of work.
face of walls and fixing with U clamps nut bolt with fittings c) This item includes the cost of making Hot/ cold water
such as bends, tees, reducers etcetera including necessary pipeline concealed in brickwork, by chasing brickwork, fixing
excavation, trench filling etcetera complete as directed. clamps, etcetera
d) The work shall be carried out as per the directions of
Engineer in charge.

34 Providing and constructing Brick Masonry Inspection Chamber Bd.V.43, Page The work shall be carried out as per the directions of Engineer-
60 centimetre x 45 centimetre x 90 centimetre average depth Number 574 in-charge
including 1:4:8 cement concrete foundation 1:2:4 cement
concrete channels half round Glazed Stone Ware pipes, brick
masonry, plastering from inside and with frame fixed in cement
concrete with Reinforced Cement Concrete Cover etcetera
complete as directed. (including all leads and lifts)

35 Providing soak pit of size 120 centimetre x 120 centimetre x 120 Bd.V.46, Page The work shall be carried out as per the directions of Engineer-
centimetre including excavating and filling with brick-bats. Number 576 in-charge

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
36 Providing and fixing Poly Vinyl Chloride Rain water pipes of As directed by a) Pipe of standard make and brand and with Indian Standard
160 millimetre outer diameter and having wall thickness of 2.2 Engineer Incharge Institute mark shall be used.
to 2.7 millimetre of Finolex/ Supreme/ Jain/ Astral make b) Sample shall be got approved from the Engineer-in-charge
confirming to Indian Standard 13592-1992 including proper prior to start of work.
rainwater receiving recess with Poly Vinyl Chloride plug, bend, c) This item includes the cost of making Hot/ cold water
necessary fittings, such as, offsets, shoes, including fixing pipeline concealed in brickwork, by chasing brickwork, fixing
Galvanised Iron bracket of required size to keep the pipe 40 to clamps, etcetera
65 millimetre away from face of walls and fixing with U clamps d) The work shall be carried out as per the directions of
nut bolt of approved quality and number, filing the joint using Engineer in charge.
rubber gasket with solvent cement and properly resting the
shoe of pipes on cement concrete or masonry blocks including
necessary scaffolding and maintenance for 3 years for any
leakages or dislocations of pipes. All the Poly Vinyl Chloride
fittings and additional 2 piece socket clips shall be got
approved from engineer in charge etcetera complete. (The
contractor shall give 3 years guarantee bond for payment)

37 Providing and fixing High Density Polyethelyne container one Bd.K.1 Page The work shall be carried out as directed by Engineer in Charge.
piece moulded water tank made out of low density polythyler Number359
and built corrugation including of delivery up to destination
hoisting and fixing of accessories such as inlet, outlet overflow
of all tanks capacity above 1000 to 20,000 litres Including all
lead and lifts etcetera complete.

38 Providing and fixing 40 milimetre diametre Ball cock medium As directed by The work shall be carried out as directed by Engineer in Charge
type with Poly vinyl Chloride float including sockets and Engineer in
necessary fittings and tested as per municipal requirements charge.
etcetera complete.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
39 Providing and fixing Chromium Plated BIB cock with wall charge a) Sample shall be got approved from the Engineer-in-charge
flange of approved make including necessary sockets/ union prior to start of work.
nut etcetera complete. b) The work shall be carried out as per the directions of
Engineer-in-charge
40 Providing and fixing in position Unplasticized Poly Vinol As Directected By a) Sample shall be got approved from the Engineer-in-charge
Chloride ultra violet stabilized 110 millimetre outer diameter Engineer Incharge prior to start of work.
cowl dome confirming to Indian Standard-4985 including b) The work shall be carried out as per the directions of
making joints with solvent cement etcetera complete Engineer-in-charge

41 Providing and laying in trenches 15 millimetre diametre BD.V 5 Page 551 and a) Pipe of standard make and brand and with Indian Standard
Chlorinated Poly Venyl Chloride pipe of Finolex/ Supreme/ as directed by Institute mark shall be used.
Jain/ Astral make for water supply including necessary Engineer in charge b) Sample shall be got approved from the Engineer-in-charge
excavation, fittings. refilling trenches etcetera complete as prior to start of work.
directed. c) This item includes the cost of making Hot/ cold water
pipeline concealed in brickwork, by chasing brickwork, fixing
clamps, etcetera
d) The work shall be carried out as per the directions of
Engineer in charge.

42 Providing and laying in trenches 20 millimetre diametre BD.V 5 Page 551 and a) Pipe of standard make and brand and with Indian Standard
Chlorinated Poly Venyl Chloride pipe of Finolex/ Supreme/ as directed by Institute mark shall be used.
Jain/ Astral make for water supply including necessary Engineer in charge b) Sample shall be got approved from the Engineer-in-charge
excavation, fittings. Refilling trenches etcetera complete as prior to start of work.
directed. c) This item includes the cost of making Hot/ cold water
pipeline concealed in brickwork, by chasing brickwork, fixing
clamps, etcetera
d) The work shall be carried out as per the directions of
Engineer in charge.

43 Providing fine cement finish 1.5 millimetre thick over green As directed by The work shall be carried out as directed by Engineer in Charge.
plaster surface including scaffolding curing etcetera complete. Engineer in charge.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
44 Providing and fixing in position. (as per Indian Standard 1868/ As directed by The work shall be carried out as directed by Engineer in Charge
1982) Aluminium sliding window of two tracks with Engineer in
rectangular pipe having overall dimension 63.50 x 38.10 x 1.02 charge.
milimetre at weight 0.547 Kilogram/One Running Metre. and
window frame bottom track section 61.85 x 31.75 x 1.20
milimetre at weight 0.695 Kilogram/One Running Metre. Top
and side track section 61.85 x 31.75 x 1.30 milimetre at weight
0.659 Kilogram/One Running Metre. The shutter should be of
bearing bottom 40 x 18 x 1.25 milimetre at weight 0.417
Kilogram/One Running Metre. Inter locking section 40 x 18 x
1.10 milimetre at weight 0.469 Kilogram/One Running Metre.
And handle section 40 x 18 x 1.25 milimetre at weight 0.417
Kilogram/One Running Metre. and top section 40 x 18 x 1.25
milimetre at weight 0.417 Kilogram/Running metre. As per
detailed drawings and as directed by Engineer in charge with
all necessary Aluminium sections fixtures and fastenings such
as roller bearing in nylon casting and self locking catch fitted in
vertical section of shutter including 5 milimetre thick plain
glass with all required screws and nuts etcetera complete. With
powder coating without box

45 Providing and fixing in position powder coated aluminium As directed by The work shall be carried out as directed by Engineer in Charge
louvered windows/ ventilator of various sizes with powder Engineer in
coating as per detailed drawing and specifications including charge.
aluminium frames 80 x 38 millimetre x 1.22 millimetre box
type, 5 millimetre thick sheet glass louvers, of approved quality
etcetera complete.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
46 Providing and fixing mild steel grill work for windows, Bd.U.1 Page Number The work shall be carried out as directed by Engineer in Charge
ventilators, etcetra 15 Kilogram per Square Metre as per 537
drawing including fixtures necessary welding and painting
with one coat of anticorrosive paint and two coats of oil
painting complete.

47 Providing and laying Antiskid Ceramic tiles of approved Bd. M-12 Page a) Sample shall be got approved from the Engineer-in-charge
quality of company Johnson/ RAK/ Kajaria/ Nitco/ Asian or Number 385 prior to start of work.
equivalent make of size 30 centimetre x 30 centimetre and b) The work shall be carried out as per the directions of Engineer
confirming to Indian Standard 15622-2006 (Group-B HA) for in charge.
antiskid flooring in toilet area laid on a bed of cement mortar
1:4 including cement float, filling joint with cement slurry
cleaning curing etcetera complete as directed.

48 Providing and fixing 90 centimeter x 60 centimeter Marble Bd.W.7 Page The work shall be carried out as per the directions of Engineer-
plate engraving 10 centimeter. height letter, figures Number586 in-charge
including painting the lefters or figures with approved colour
and shade complete
49 Providing and laying Polished Tandur Stone flooring 25 Bd.M.3 Page Number a) Sample shall be got approved from the Engineer-in-charge
millimetre to 30 millimetre thick required width in plain 380 prior to start of work.
pattern for courtyard on a bed of Cement Mortar 1:6 including b) The work shall be carried out as per the directions of
cement float, filling joints with neat cement slurry, curing, Engineer-in-charge
polishing and cleaning etcetera complete.

50 Providing and laying chequered tiles of approved quality of Bd. M-12 Page a) Sample shall be got approved from the Engineer-in-charge
size 30 centimetre x 30 centimetre confirming to corresponding Number 385 prior to start of work.
Indian Standard for flooring in required position laid on a bed b) The work shall be carried out as per the directions of Engineer
of 1:4 cement mortar including cement float, filling joint with in charge.
cement slurry cleaning curing etcetera complete.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
51 Providing and fixing frame with or without ventilator of size As directed by The Work shall be carried out as directed by Engineer in Charge
as specified with Country non teak wood for doors and Engineer in
windows including chamfering, rounding, rebating, iron charge.
holdfast of size 300milimeter x 40milimeter x 5milimeter with
oil painting, etcetra complete.

52 Providing and Fixing 30 milimetre thick BOTH SIDE As directed by The work shall be carried out as per the directions of Engineer-
PRELAMINATED SOLID PANEL Poly Vernyl Chloride DOOR Engineer in charge. in-charge
SHUTTER consisting of frame made out of Mild Steel tubes of 19
guage thickness and, size 19 x 19 milimetre for styles and 15 x15
milimetre for the top and bottom rails, Mild Steel frame shall have a
coat of metel primer of approved make and manufacture. Mild Steel
frame shall be covered with heat mouled Poly Vernyl Chloride 'C'
channel made from 5 milimetre (+/ 0.25) thick prelaminated sheet of
density 600 Kilogram/ cubic Metre, of size 30 milimetre thickness 70
milimetre width out of which 50 milimetre shall be flat and 20
milimetre shall be tapered in 45 angle on either side forming stiles; and
5 milimetre thick, 95 milimetre wide Poly Vernyl Chloride sheet out of
which 75 milimetre shall be falt and 20 milimetre shall be tapered in 45
on the inner side to form top and bottom rail and 115 milimetre wide
Poly Vernyl Chloride sheet out of which 75 milimetre shall be falt and
20 milimetre shall be tapered on both sides to form lock rail. Top,
bottom and lock rail shall be provided either side of the panel. An
additional 5 milimetre (+/ 0.25) thick Poly Vernyl Chloride strip of 20
milimetre width is to be stuck on the bottom side of the 'C' channel
prelaminated paneling of 5 milimetre (+/ 0.25) thick Poly Vernyl
Chloride sheet to be fitted inside the Mild Steel frame welded/ sealed
to the styles and rails with 5 milimetre (+/ 0.25) x 30 milimetre Poly
Vernyl Chloride sheet beading on either side and joined together with
solvent cement adhesive etcetera 10 milimetre thickness (5 milimetre
(+/ 0.25) x 2 nos ) 20 milimetre wide cross Poly Vernyl Chloride sheet
as gap insert for the rail and bottom rail. Door to be fixed to frames
with 3 numbers Mild Steel powder coated but hinges of size 100
milimetre long steel screws drilled suitable to pass through both the
walls of the M.S tube.other hardwares

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
53 Providing and fixing solid core flush door shutter in single leaf BD-T-34 Page The work shall be carried out as directed by Engineer in Charge
32 millimetre thick decorative type of exterior grade as per Number 499
detailed drawings approved veneers 3 millimetre thick on both
faces or as directed, all necessary beads, mouldings and
lipping, wrought iron hold fasts, approved chromium plated
fixtures and fastenings with brass mortise lock, approved
chromium plated handles on both sides and finishing with
french polish etcetera complete as directed.

54 Providing and applying two coats of wall care putty of As directed by The work shall be carried out as directed by Engineer in Charge
approved make on plastered surface and ceiling and walls to Engineer in charge.
prepare surface even and smooth to receive painting, etcetera
complete as directed.
55 Providing and applying two coats of exterior acraylic emulsion As directed by a) The Paint shall be of approved make only.
paint confirming to corresponding Indian Standard of Asian/ Engineer in charge. b) The shade and quality of paint shall be got approved by the
Nerolac/ Berger/ Dulux/ Shalimar make and of approved Engineer in charge prior to start of work.
colour to the plastered surfaces including cleaning, preparing c) The work shall be carried out as per the directions of Engineer
the plaster surface, applying primer coat, scaffolding if in charge
necessary, and watering the surface for two days etcetera
complete as directed.

56 Providing and applying washable oil-bound distemper of Bd. L.2 Page Number a) The Paint shall be of approved make only.
approved colour and shade to old and new surfaces in two 368 b) The shade and quality of paint shall be got approved by the
coats including scaffolding, preparing the surfaces. (excluding Engineer in charge prior to start of work.
the primer coat.) Including all lead and lifts etcetera complete. c) The work shall be carried out as per the directions of Engineer
in charge

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
57 Laboratory testing Charges required for material testing on the As directed by 1. The work shall be carried out as per the directions of Engineer-
basis of testing frequency and charges fixed by vigilance and Engineer in charge. in-charge
quality control circle pune for the year 2023-24, as per 2. The Contractor shall be obtain the various test results from the
Supritendent Engineer.,vigilance and quality control Govt. Laboratory as directed by Engineer in Charge. The
circle,Pune Lettter Number.844, dated 30.06.2017 Original bills of such test condutcted shall be produced at the
time of payment. The payment of only those test shall be
released which are acceptable as per relevant specification

58 Royalty Charges as per Revenue and Forest Department's As directed by a) The contractor is entitled to pay all Royalty charges as per
notification dated 11/02/2010 as per Maharashtra Minor Engineer in charge. Government rules and regulations and according to the
Mineral Extraction Rules,2010 and as per Instruction in general ammendments made from time to time.
notes on SSR 2020-21 in P.W. Sanctioned schedule of rates for b) In case, the contractor fails to pay the royalty completely (or if
year 2020-2021 for items of lime stone,lime it is paid partially), the Engineer - in - charge reserves the right
shell,stones,rubble,stone to recover the same by deducting that amount from the Running
dust,shingles,gravels,murum,kankar,ordinary earth (to be used account bills or final bill of the contractor.
for embankment and filling),slate and shell etcetera

3) FOR MULTIPURPOSE CENTER AT PARALI

ADHIVASIWADI TAL.SUDHAGAD
1 Labour charges for removing grass, thorney shrubs, Jungli As directed by The work shall be carried out as per the directions of Engineer in
shrub, Kubabul and alike grass along roadside making the Engineer in charge. charge.
ground clean by showel and phavaras etcetra complete.

2 Excavation for roadway in earth, soil of all sorts, sand, gravel or MORTH 301 The work shall be carried out as directed by Engineer in Charge
soft murum including dressing section to the required grade,
camber and side slopes and conveying the excavated materials
with all lifts upto a lead of 50 metre and spreading for
embankment or stacking as directed.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
3 Conveying materials obtained from road cutting including all MORTH 305 The work shall be carried out as per the directions of Engineer-
lifts, laying in layers of 20 centimetre to 30 centimetre breaking in-charge
clods, dressing to the required lines, curves, grades and section,
watering and compacting to not less than 97% of standard
proctor density for a lead of 300 metre to 500 metre inclusive,
from the site of excavation to the site of deposition as directed.

4 Excavation for foundation in earth, soil of all types, sand, gravel Bd.A.10 Page a) The sizes of Length, width and depth of excavation shown on
and soft murum including removing the excavated material up Number 262 drawing are probable and may vary in actual execution. The
to required distance beyond the building area, stacking and contractor is not entitled to claim extra payment for changes in
spreading as directed, dewatering if required, preparing the size of Excavation.
bed for the foundation and necessary back filling, ramming, b) The decIndian Standard Instituteon regarding strata
watering including shoring and strutting etcetera complete as classification will be taken by the Engineer-in-charge and shall
directed for all leads and lifts. be final and binding on the Contractor.
c) Only approved material shall be used for backfilling.
d] Soil strata :- This shall include all kinds of Soil, silt, sand, soft
murum, which can be best removed with showel after after
loosening with pick axe or crow bar. It shall also include isolated
boulders upto 0.10 cu.mt. which do not need blasting and cold
be removed with pick axe, showel and crow bar. The strata on
final excavation shall be broght to the notice and got approved
by the Engineer-in-charge, before commencing further work.
e) The work shall be carried out as per directions of the Engineer-
in-charge.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
5 Excavation for foundation in hard murum including Bd.A.1 Page No.259 a) The sizes of Length, width and depth of excavation shown on
removing the excavated material upto distance of 50 metres drawing are probable and may vary in actual execution. The
beyond the building area and stacking and spreading as contractor is not entitled to claim extra payment for changes in
directed, dewatering, preparing the bed for the foundation size of Excavation.
and necessary back filling, ramilimetering, watering b) The decIndian Standard Instituteon regarding strata
including shoring and strutting et- cetra complete. (Lift upto classification will be taken by the Engineer-in-charge and shall
1.50 m) By Manual Means be final and binding on the Contractor.
c) Only approved material shall be used for backfilling.
d] Soil strata :- This shall include all kinds of Soil, silt, sand, soft
murum, which can be best removed with showel after after
loosening with pick axe or crow bar. It shall also include isolated
boulders upto 0.10 cu.mt. which do not need blasting and cold
be removed with pick axe, showel and crow bar. The strata on
final excavation shall be broght to the notice and got approved
by the Engineer-in-charge, before commencing further work.
e) The work shall be carried out as per directions of the Engineer-
in-charge.

6 Providing dry trap rubble stone soling 15 centimetre to 20 Bd.A.10 Page a) Only approved excavated material shall be used for filling.
centimetre thick including hand packing and compacting Number 262 b) The work shall be executed as per directions of the Engineer
etcetera complete as directed. (including all leads and lifts) in charge.
C) Work To be exicuted with vibroplate.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
7 Providing and laying Cast in situ/ Ready Mix cement concrete Bd. E. 1 Page a) All the material is to be tested and Design mix should be
M-10 of trap metal for foundation and bedding including Number 287 obtained from Government/ Government Approved Laboratory
bailing out water if required, formwork, laying/ pumping, before starting of work as directed by the Engineer-in-charge
compacting, finishing uneven and honey combed surface if b) The strength of concrete to be used is M-10 by Design mix.
required, curing etcetera complete with fully automatic micro c) Sampling and testing shall comply with specification
processor based Programmable Logic Controller with d) Curing shall be done by wet gunny bags.
Supervisory Control and Data AcquIndian Standard e) The work shall be carried out as per the directions of Engineer-
Institutetion enabled reversible Drum Type mixer/ concrete in-charge.
Batch mix plant (Pan mixer) with fine aggregate as finely
washed Natural Sand/ Vertical Shaft Impactor Grade Crushed
sand etcetera complete as directed. (including all leads and lifts)

8 Providing and fixing in position Thermo Mechanically Treated - Bd.F.17, Page a) The work shall be carried out as per the directions of Engineer-
Ferrous - 500 bar reinforcement of various diameters of Number 306 in-charge.
TISCON, SAIL, TATA Steel, RINL (Rashtriya Ispat Nigam b) The payment shall be made as per Metric Tonne instead of
Limited - Vizag), JSW or with embossing of Indian Standard per Quintal as specified in the standard specification book.
Institute Trade Mark and Thermo Mechanically Treated T c) Re-rolled Steel shall not be used.
Brand at every 1.00 meter interval on every bar confirming to d) Thermo Mechanically Treated (T.M.T. Steel) bar
Indian Standard 1786 for Reinforced Cement Concrete footings, reinforcement of TISCON (TATA Iron and Steel company ),
columns, beams, lintels, chajjas, canopies, slabs, staircase, waist SAIL (Steel Authority of India Limited),TATA Steel, RINL
slas, pardis, copings, fins, arches etcetera as per detailed (Rashtriya Ispat Nigam Limited - Vizag) with embossing of
designs, drawings and schedules including cutting, bending, Indian Standard Institute Trade Mark and T.M.T. Brand at every
hooking the bars, binding with Galvanised Iron binding wires 1.00 meter interval on every bar confirming to Indian Standard
of appropriate gauge and supporting etcetera complete as 1786 shall only be approved by the Engineer-in-charge and the
required. (including all leads and lifts) same shall be brought by the contractor.
e) The charges of Reinforced Cement Conceret Design shall be
borne by Contractor and duly get approved from Engineer in
Charge.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
9 Providing and laying in situ/ Ready Mix cement concrete Mix Bd.F.3 Page Number a) All the materials are to be tested and design mix should be
20 of trap/ granite/ quartzite/ gneiss metal for Reinforced 298 and obtained from Government or Government approved laboratory
Cement Cocrete work in foundations like raft, strip B.7, Page Number38 before starting of work as directed by Engineer-in-charge.
foundations, grillage and footings of Reinforced Cement b) The concrete shall be mixed by mechnical mixer only.
Cocrete columns and steel stanchions etcetera including bailing c) Formwork of plywood and steel plate, centering of steel props
out water, Steel centering formwork, laying/ pumping cover shall be used.
blocks, compaction and curing roughening the surface if special d) The strength of concrete to be used is as specified in the
finish is to be provided (Excluding reinforcement and structural wording by design mix.
steel) etcetera complete, with fully automatic micro processor e) Sampling and testing shall be comply with specification
based Programmable logic Controller with Supervisory Control number B-7 (3) Page Number 38 and relevant specification
and data Aquisition enabled reversible Drum Type mixer/ Number B-16 (12) Page Number 37 from standard specifications.
concrete Batch mix plant (Pan mixer) etcetera complete. With f) The rate of item is based on cement content of 350 kilogram
fine aggregate (Crushed sand Vertiacl Shaft Impactor Grade) per cubic metre. For change in cement content as per actual mix
design, the rate of item will be increased or decreased as per
conditions in the B-7-4 Page Number 39 of Standard
sppeceifications.
g) All quality control register should be maintained and
coloured photo album of work executed shall be submitted with
every Running Account Bill by the Contractor at his own cost.
h) All the necessity equipments for field test of concrete, bricks,
sand, etcetera shall be made avilable by contractor at his own
cost.
i) For using vertical shaft impactor grade artificial sand prior
permission engineer in charge shall be obtained and accordingly
concrete mix design shall be obtained from Government
Laboratory before execution.
j) Specifications shall be followed.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
10 Providing and laying Cast in situ/ Ready Mix cement concrete Bd.F.5 Page Number a) All the materials are to be tested and design mix should be
Mix 20 of trap/ granite/ quartzite/ gneiss metal for Reinforced 300 and B.7, obtained from Government or Government approved laboratory
Cement Cocrete columns as per detailed designs and drawing Page.Number 38 before starting of work as directed by Engineer-in-charge.
or as directed including steel centering, formwork, cover b) The concrete shall be mixed by mechnical mixer only.
blocks, laying/ pumping, compaction finishing the formed c) Formwork of plywood and steel plate, centering of steel props
surfaces with cement mortar 1:3 of sufficient minimum shall be used.
thickness to give a smooth and even surface or roughening if d) The strength of concrete to be used is as specified in the
special finish is to be provided and curing etcetera complete. wording by design mix.
(Excluding reinforcement and structural steel). with fully e) Sampling and testing shall be comply with specification
automatic micro processor based Programmable logic number B-7 (3) Page Number 38 and relevant specification
Controller with Supervisory Control and data Aquisition Number B-16 (12) Page Number 37 from standard specifications.
enabled reversible Drum Type mixer/ concrete Batch mix plant f) The rate of item is based on cement content of 350 kilogram
(Pan mixer) etcetera complete. With fine aggregate (Crushed per cubic metre. For change in cement content as per actual mix
sand Vertical Shaft Impactor Grade) design, the rate of item will be increased or decreased as per
conditions in the B-7-4 Page Number 39 of Standard
sppeceifications.
g) All quality control register should be maintained and
coloured photo album of work executed shall be submitted with
every Running Account Bill by the Contractor at his own cost.
h) All the necessity equipments for field test of concrete, bricks,
sand, etcetera shall be made avilable by contractor at his own
cost.
i) For using vertical shaft impactor grade artificial sand prior
permission engineer in charge shall be obtained and accordingly
concrete mix design shall be obtained from Government
Laboratory before execution.
j) Specifications shall be followed.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
11 Providing and laying Cast in situ/ Ready Mix cement concrete Bd.F.6 Page Number a) All the materials are to be tested and design mix should be
Mix 20 of trap/ granite/ quartzite/ gneiss metal for Reinforced 300 and obtained from Government or Government approved laboratory
Cement Cocrete beams and lintels as per detailed designs and B.7, Page Number38 before starting of work as directed by Engineer-in-charge.
drawings or as directed including steel centering, formwork, b) The concrete shall be mixed by mechnical mixer only.
cover blocks, laying/ pumping, compactionand roughening the c) Formwork of plywood and steel plate, centering of steel props
surface if special finish is to be provided and curing etcetera shall be used.
complete. (Excluding reinforcement and structural steel). with d) The strength of concrete to be used is as specified in the
fully automatic micro processor based Programmable logic wording by design mix.
Controller with Supervisory Control and data Aquisition e) Sampling and testing shall be comply with specification
enabled reversible Drum Type mixer/ concrete Batch mix plant number B-7 (3) Page Number 38 and relevant specification
(Pan mixer) etcetera complete. With fine aggregate (Crushed Number B-16 (12) Page Number 37 from standard specifications.
sand Vertical Shaft Impactor Grade) f) The rate of item is based on cement content of 350 kilogram
per cubic metre. For change in cement content as per actual mix
design, the rate of item will be increased or decreased as per
conditions in the B-7-4 Page Number 39 of Standard
sppeceifications.
g) All quality control register should be maintained and
coloured photo album of work executed shall be submitted with
every Running Account Bill by the Contractor at his own cost.
h) All the necessity equipments for field test of concrete, bricks,
sand, etcetera shall be made avilable by contractor at his own
cost.
i) For using vertical shaft impactor grade artificial sand prior
permission engineer in charge shall be obtained and accordingly
concrete mix design shall be obtained from Government
Laboratory before execution.
j) Specifications shall be followed.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
12 Providing second class Burnt Brick masonry with Bd.O.5 Page Number The work shall be carried out as directed by Engineer in Charge
conventional/ Indian Standard type bricks in cement mortar 1:6 405
in foundations and plinth of inner walls/ in plinth external
walls including bailing out water manuall, striking joints on
unexposed faces, raking out joints on exposed faces and
watering Including all lead and lifts etcetera complete.

13 Filling in plinth and floors with contractors material brought Bd.A.11 Page a) Only approved excavated material shall be used for filling
from outside and approved by Engineer in charge including Number 263 b) The work shall be executed as per directions of the Engineer
watering and compacting in layers of 15 centimetre to 20 in charge. C) Work To be exicuted with vibroplate.
centimetre etcetera complete as directed. (including all leads
and lifts)

14 Filling in plinth and floors with approved excavated material in Bd.A.10 Page a) Only approved excavated material shall be used for filling
15centimeter to 20 centimeter layers including watering and Number 262 b) The work shall be executed as per directions of the Engineer
compacting etcetera complete. in charge. C) Work To be exicuted with vibroplate.

15 Providing second class Burnt Brick masonry with Bd.G.5 Page Number a) The testing of bricks shall be done at prescribed frequency in
conventional/ Indian Standard type bricks in cement mortar 1:6 315 Government/ Government approved laboratory only.
in superstructure including striking joints, raking out joints, b) Testing charges shall be paid by the contractor.
watering and scaffolding etcetera Complete c) One set of 15 bricks to be tested for each consignment of
50,000 number for (I) water absorption and (ii) crushing strength
in dry and wet conditions.
d) The work shall be carried out as per the direction of Engineer-
in-charge.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
16 Providing second class Burnt Brick masonry with Bd.G.7 Page Number a) The testing of bricks shall be done at prescribed frequency in
conventional/ Indian Standard type bricks in cement mortar 1:4 316 Government/ Government approved laboratory only.
in half brick thick wall including mild steel longitudinal b) Testing charges shall be paid by the contractor.
reinforcement of 2 bars of 6 millimetre diameter/ 2 hoop iron c) One set of 15 bricks to be tested for each consignment of
strips 25 millimetre X 1.6 millimetre placed at every third 50,000 number for (I) water absorption and (ii) crushing strength
course, properly bent and bonded at ends scaffolding, racking in dry and wet conditions.
out joints and watering etcetera complete. d) The work shall be carried out as per the direction of Engineer-
in-charge.

17 Providing and fixing M-40 grade precast concrete door frame of As directed by The work shall be carried out as directed by Engineer in Charge
size 60 millimetre x 100 millimetre vibrated pull cast or similar Engineer in
type with chamfer conforming to Indian Standard 6524-1983 charge.
having 6 millimetre diametres bars 3 Numbers and stirrups at
the rate of 250 millimetre centre to centre and fixing in wall
with 6 Numbers of hold fast of 12 millimetre diametre bars 500
millimetre long including cleaning the frame surface, necessary
primer and oil painting of appoved make and colour shade
etcetera complete as directed including all leads and lifts.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
18 Providing and laying Cast in situ/ Ready Mixcement concrete Bd.F.9 Page Number The work shall be carried out as per the directions of Engineer in
M-20 of trap/ granite/ quartzite/ gneiss metal for Reinforced 303 and B.7, Page charge.
Cement Concrete chajja as per detailed design and drawings Number38
including steel centering, formwork, cover blocks, laying/
pumping, compacting and roughening the surface if special
finish is to be provided and curing complete. (Excluding
reinforcement and structural steel). with fully automatic micro
processor based Programmable logic Controller with
Supervisory Control and data Aquisition enabled reversible
Drum Type mixer/ concrete Batch mix plant (Pan mixer)
etcetera complete. With fine aggregate (Crushed sand Vertical
Shaft Impactor Grade)

19 Providing and laying Cast in situ/ Ready Mix cement concrete Bd.F.8 Page Number The work shall be carried out as directed by Engineer in Charge
M-20 of trap/ granite/ quartzite/ gneiss metal for Reiforced 302 and B.7, Page
Cement Concrete slabs and landings as per detailed designs Number38
and drawings including steel centering, formwork, cover
blocks, laying/ pumping, compaction finishing the formed
surfaces with cement mortar 1:3 of sufficient minimum
thickness to give a smooth and even surface or roughening if
special finish is to be provided and curing etcetera complete,
(Excluding reinforcement and structural steel). with fully
automatic micro processor based Programmable logic
Controller with Supervisory Control and data Aquisition
enabled reversible Drum Type mixer/ concrete Batch mix plant
(Pan mixer) etcetera complete. With fine aggregate (Crushed
sand Vertical Shaft Impactor grade)

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
20 Providing structural steel work in trusses, other similar trussed As directed by The work shall be carried out as directed by Engineer in Charge
purlins and members with all bracing, gusset plates etcetera as Engineer in charge.
per detailed designs and drawings or as directed including
cutting, fabricating, hoisting, erecting fixing in position, Making
riveted/ bolted/ welded connection and one coat of
anticorrosive paint and over it 2 coats of oil painting approved
quality and shade Including all lead and lifts etcetera complete.

21 Puf Roof Panel: Sandwich panel for roof 50 milimetre thick(puf) As directed by 1. The work shall be carried out as per the directions of Engineer-
The base material being Mangalore Tile shape profile Pre- Engineer in charge. in-charge
painted coating.External face brick Red.PCT 0.4 milimetre 2. The Contractor shall be obtain the various test results from the
Cover Width of the panel will be 990 milimetre. Crest height of Govt. Laboratory as directed by Engineer in Charge. The
30 milimetre pitch of 198 milimetre.The length of panel as per Original bills of such test condutcted shall be produced at the
site length requirement the side lapping and over lapping joints time of payment. The payment of only those test shall be
of the self supporting panels shall be vapour tight.The PUF released which are acceptable as per relevant specification
panels external and internal sides have guard film protection
and confirmd Indian Standard-123436-1988.The to sheet have
profiled and bottom sheet have a micro rib finishing thermal
conductivity of 0.024 w/mk. Density shall be 40+/. 2 kilogram
per metercube CFC/HCFC free Installation shall be Using
Hourse Power or equivalent Hex head self drilling Screws with
washer 12-14*100 milimeter size of
required.Make:Therm:shield include Ridge Tiles of Width 990
milimeter and end batterns

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
22 Providing sills of required material 20 milimetre to 25 Spec.Number: a) Sample shall be got approved from the Engineer-in-charge
milimetre thick, on a bed of cement mortar 1:4 including Bd.M.31/Page prior to start of work.
cement float, filling joints with neat cement slurry, curing, Number 393 b) The work shall be carried out as per the directions of Engineer
moulding edges, polishing, cleaning complete. in charge.
b) Granite

23 Providing sand faced plaster externally in cement mortar using Bd.L.7 Page Number a) This item includes Dhar-core, water patti, grooves in plaster
approved screened sand, in all positions including base coat of 369 etcetera complete as directed.
15 millimetre thick in cement mortar 1:4 using waterproofing b) The waterproofing compound shall be got approved by the
compound at 1 kilogram per cement bag curing the same for Engineer-in-charge before use. The sand for plaster work shall
not less than 2 days and keeping the surface of the base coat be free from silt and shall be washed before use.
rough to receive the sand faced treatment 6 to 8 millimetre thick c) The work shall be carried out as per the directions of Engineer-
in cement mortar 1:4 finishing the surface by taking out grains in-charge
and curing for fourteen days scaffolding etceteracomplete as
directed. (including all leads and lifts)

24 Providing and laying full body vitrified matt fininsh tiles Bd.M.12 Page The work shall be carried out as per the directions of Engineer-
having size 590 milimeter to 605 milimeter x to 605 milimeter of Number 385 in-charge
8 to 10 milimeter thickness and confirming Indian Standard
15622-2006 (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 etcetera complete.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
25 Providing and laying full body vitrified matt finish tiles having Bd.M.12 Page The work shall be carried out as per the directions of Engineer-
size 590 milimeter to 605 milimeter x to 605 milimeter of 8 to Number 385 in-charge
10 milimeter thickness and confirming Indian Standard 15622-
2006 (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 etcetera complete.

26 Providing and laying ceramic tiles having size 30 centimeter. x Bd.M.13 Page The work shall be carried out as per the directions of Engineer-
45 centimeter. confirming to corresponding Indian Standard for Number 386. in-charge
dado and skirting in required position with readymade
adhesive mortar of approved quality on plaster of 1:2 cement
mortar including joint filling with white or colour cement
slurry cleaning curing etcetra complete.

27 Providing internal cement plaster 12 milimetre thick in single Bd. L.2 Page Number The work shall be carried out as per the directions of Engineer-
coat in cement mortar 1:5 without neeru finish to concrete or 368 in-charge
brick surfaces, in all positions including scaffolding and curing
etcetera complete.
28 Providing and fixing Orissa type white glazed earthenware As directed by a) Sample shall be got approved from the Engineer-in-charge
575 milimeter water closet pan including S trap with Engineer in charge. prior to start of work.
earthenware foot rests, cast iron soil and vent pipe upto outside b) The work shall be carried out as per the directions of
face of the wall 1:2:4 brick bat lime concrete bedding without Engineer-in-charge
flushing tank and its accessories et- cetra complete.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
29 Providing and fixing European type Colour glazed As Directected By a) Sample shall be got approved from the Engineer-in-charge
earthenware water closet pan with UPolyvinyl Chloride seat Engineer Incharge prior to start of work.
and lid with chromium plated brass hinges and rubber buffers b) The work shall be carried out as per the directions of
including UPolyvinyl Chloride and vent pipe up to the outside Engineer-in-charge
face of wall 10 liter enameled low level flushing cistern with
fittings pipe stop tap brackets for fixing cistern 32 milimeter
dia. UPolyvinyl Chloride flush pipe with fittings and clamps,20
milimeter dia.UPolyvinyl Chloride overflow pipe ,mosquito
proof couplings Galvanized Iron chain and pulley,with water
Jet and fitting including cutting and making good to the
walls and floors testing etcetra complete.( prior approval of
sample and brand by Executive Engineer is necessary before
use)

30 Providing and fixing white glazed earthenware Wash Hand Bd.V.30 Page The work shall be carried out as directed by Engineer in Charge
Basin of 63centimeter x 45centimeter size including Bib cock Number 565
stop tap brass heavy 15milimeter, brackets, rubber plugs and
brass chain, stop tap and necessary pipe connection including
Polyvinyl Chloride waste pipe and trap up to the outside face
of the wall.

31 Providing and fixing on walls/ ceiling/ floor 25 milimetre BD.V 5 Page 551 and a) Pipe of standard make and brand and with Indian Standard
diametre Chlorinated Poly Venyl Chloride pipe of Finolex/ as directed by Institute mark shall be used.
Supreme/ Jain/ Astral make with necessary fittings, remaking Engineer in charge b) Sample shall be got approved from the Engineer-in-charge
good the demolished portion etcetera complete. Including prior to start of work.
removing existing pipe line if necessary and conveying and c) This item includes the cost of making Hot/ cold water
stacking the same in Public Works Department chowky or as pipeline concealed in brickwork, by chasing brickwork, fixing
directed etcetera complete. clamps, etcetera
d) The work shall be carried out as per the directions of
Engineer in charge.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
32 Providing and fixing on walls/ ceiling/ floor 32 millimetre BD.V 5 Page 551 and a) Pipe of standard make and brand and with Indian Standard
diametre Chlorinated Poly Venyl Chloride pipe of Finolex/ as directed by Institute mark shall be used.
Supreme/ Jain/ Astral make for water supply including fixing Engineer in charge b) Sample shall be got approved from the Engineer-in-charge
Galvanised Iron bracket of required size to keep the pipe 40 to prior to start of work.
65 millimetre away from face of walls and fixing with U clip c) This item includes the cost of making Hot/ cold water
nut bolt with necessary fittings, remaking good the demolished pipeline concealed in brickwork, by chasing brickwork, fixing
portion etcetera complete as directed. clamps, etcetera
d) The work shall be carried out as per the directions of
Engineer in charge.

33 Providing, laying and fixing Poly Vinyl Chloride pipe of 110 As directed by a) Pipe of standard make and brand and with Indian Standard
millimetre diameter of Finolex/ Supreme/ Jain/ Astral make Engineer in charge. Institute mark shall be used.
for soil/ vent pipes including fixing Galvanised Iron bracket of b) Sample shall be got approved from the Engineer-in-charge
required size to keep the pipe 40 to 65 millimetre away from prior to start of work.
face of walls and fixing with U clamps nut bolt with fittings c) This item includes the cost of making Hot/ cold water
such as bends, tees, reducers etcetera including necessary pipeline concealed in brickwork, by chasing brickwork, fixing
excavation, trench filling etcetera complete as directed. clamps, etcetera
d) The work shall be carried out as per the directions of
Engineer in charge.

34 Providing and constructing Brick Masonry Inspection Chamber Bd.V.43, Page The work shall be carried out as per the directions of Engineer-
60 centimetre x 45 centimetre x 90 centimetre average depth Number 574 in-charge
including 1:4:8 cement concrete foundation 1:2:4 cement
concrete channels half round Glazed Stone Ware pipes, brick
masonry, plastering from inside and with frame fixed in cement
concrete with Reinforced Cement Concrete Cover etcetera
complete as directed. (including all leads and lifts)

35 Providing soak pit of size 120 centimetre x 120 centimetre x 120 Bd.V.46, Page The work shall be carried out as per the directions of Engineer-
centimetre including excavating and filling with brick-bats. Number 576 in-charge

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
36 Providing and fixing Poly Vinyl Chloride Rain water pipes of As directed by a) Pipe of standard make and brand and with Indian Standard
160 millimetre outer diameter and having wall thickness of 2.2 Engineer Incharge Institute mark shall be used.
to 2.7 millimetre of Finolex/ Supreme/ Jain/ Astral make b) Sample shall be got approved from the Engineer-in-charge
confirming to Indian Standard 13592-1992 including proper prior to start of work.
rainwater receiving recess with Poly Vinyl Chloride plug, bend, c) This item includes the cost of making Hot/ cold water
necessary fittings, such as, offsets, shoes, including fixing pipeline concealed in brickwork, by chasing brickwork, fixing
Galvanised Iron bracket of required size to keep the pipe 40 to clamps, etcetera
65 millimetre away from face of walls and fixing with U clamps d) The work shall be carried out as per the directions of
nut bolt of approved quality and number, filing the joint using Engineer in charge.
rubber gasket with solvent cement and properly resting the
shoe of pipes on cement concrete or masonry blocks including
necessary scaffolding and maintenance for 3 years for any
leakages or dislocations of pipes. All the Poly Vinyl Chloride
fittings and additional 2 piece socket clips shall be got
approved from engineer in charge etcetera complete. (The
contractor shall give 3 years guarantee bond for payment)

37 Providing and fixing High Density Polyethelyne container one Bd.K.1 Page The work shall be carried out as directed by Engineer in Charge.
piece moulded water tank made out of low density polythyler Number359
and built corrugation including of delivery up to destination
hoisting and fixing of accessories such as inlet, outlet overflow
of all tanks capacity above 1000 to 20,000 litres Including all
lead and lifts etcetera complete.

38 Providing and fixing 40 milimetre diametre Ball cock medium As directed by The work shall be carried out as directed by Engineer in Charge
type with Poly vinyl Chloride float including sockets and Engineer in
necessary fittings and tested as per municipal requirements charge.
etcetera complete.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
39 Providing and fixing Chromium Plated BIB cock with wall charge a) Sample shall be got approved from the Engineer-in-charge
flange of approved make including necessary sockets/ union prior to start of work.
nut etcetera complete. b) The work shall be carried out as per the directions of
Engineer-in-charge
40 Providing and fixing in position Unplasticized Poly Vinol As Directected By a) Sample shall be got approved from the Engineer-in-charge
Chloride ultra violet stabilized 110 millimetre outer diameter Engineer Incharge prior to start of work.
cowl dome confirming to Indian Standard-4985 including b) The work shall be carried out as per the directions of
making joints with solvent cement etcetera complete Engineer-in-charge

41 Providing and laying in trenches 15 millimetre diametre BD.V 5 Page 551 and a) Pipe of standard make and brand and with Indian Standard
Chlorinated Poly Venyl Chloride pipe of Finolex/ Supreme/ as directed by Institute mark shall be used.
Jain/ Astral make for water supply including necessary Engineer in charge b) Sample shall be got approved from the Engineer-in-charge
excavation, fittings. refilling trenches etcetera complete as prior to start of work.
directed. c) This item includes the cost of making Hot/ cold water
pipeline concealed in brickwork, by chasing brickwork, fixing
clamps, etcetera
d) The work shall be carried out as per the directions of
Engineer in charge.

42 Providing and laying in trenches 20 millimetre diametre BD.V 5 Page 551 and a) Pipe of standard make and brand and with Indian Standard
Chlorinated Poly Venyl Chloride pipe of Finolex/ Supreme/ as directed by Institute mark shall be used.
Jain/ Astral make for water supply including necessary Engineer in charge b) Sample shall be got approved from the Engineer-in-charge
excavation, fittings. Refilling trenches etcetera complete as prior to start of work.
directed. c) This item includes the cost of making Hot/ cold water
pipeline concealed in brickwork, by chasing brickwork, fixing
clamps, etcetera
d) The work shall be carried out as per the directions of
Engineer in charge.

43 Providing fine cement finish 1.5 millimetre thick over green As directed by The work shall be carried out as directed by Engineer in Charge.
plaster surface including scaffolding curing etcetera complete. Engineer in charge.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
44 Providing and fixing in position. (as per Indian Standard 1868/ As directed by The work shall be carried out as directed by Engineer in Charge
1982) Aluminium sliding window of two tracks with Engineer in
rectangular pipe having overall dimension 63.50 x 38.10 x 1.02 charge.
milimetre at weight 0.547 Kilogram/One Running Metre. and
window frame bottom track section 61.85 x 31.75 x 1.20
milimetre at weight 0.695 Kilogram/One Running Metre. Top
and side track section 61.85 x 31.75 x 1.30 milimetre at weight
0.659 Kilogram/One Running Metre. The shutter should be of
bearing bottom 40 x 18 x 1.25 milimetre at weight 0.417
Kilogram/One Running Metre. Inter locking section 40 x 18 x
1.10 milimetre at weight 0.469 Kilogram/One Running Metre.
And handle section 40 x 18 x 1.25 milimetre at weight 0.417
Kilogram/One Running Metre. and top section 40 x 18 x 1.25
milimetre at weight 0.417 Kilogram/Running metre. As per
detailed drawings and as directed by Engineer in charge with
all necessary Aluminium sections fixtures and fastenings such
as roller bearing in nylon casting and self locking catch fitted in
vertical section of shutter including 5 milimetre thick plain
glass with all required screws and nuts etcetera complete. With
powder coating without box

45 Providing and fixing in position powder coated aluminium As directed by The work shall be carried out as directed by Engineer in Charge
louvered windows/ ventilator of various sizes with powder Engineer in
coating as per detailed drawing and specifications including charge.
aluminium frames 80 x 38 millimetre x 1.22 millimetre box
type, 5 millimetre thick sheet glass louvers, of approved quality
etcetera complete.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
46 Providing and fixing mild steel grill work for windows, Bd.U.1 Page Number The work shall be carried out as directed by Engineer in Charge
ventilators, etcetra 15 Kilogram per Square Metre as per 537
drawing including fixtures necessary welding and painting
with one coat of anticorrosive paint and two coats of oil
painting complete.

47 Providing and laying Antiskid Ceramic tiles of approved Bd. M-12 Page a) Sample shall be got approved from the Engineer-in-charge
quality of company Johnson/ RAK/ Kajaria/ Nitco/ Asian or Number 385 prior to start of work.
equivalent make of size 30 centimetre x 30 centimetre and b) The work shall be carried out as per the directions of Engineer
confirming to Indian Standard 15622-2006 (Group-B HA) for in charge.
antiskid flooring in toilet area laid on a bed of cement mortar
1:4 including cement float, filling joint with cement slurry
cleaning curing etcetera complete as directed.

48 Providing and fixing 90 centimeter x 60 centimeter Marble Bd.W.7 Page The work shall be carried out as per the directions of Engineer-
plate engraving 10 centimeter. height letter, figures Number586 in-charge
including painting the lefters or figures with approved colour
and shade complete
49 Providing and laying Polished Tandur Stone flooring 25 Bd.M.3 Page Number a) Sample shall be got approved from the Engineer-in-charge
millimetre to 30 millimetre thick required width in plain 380 prior to start of work.
pattern for courtyard on a bed of Cement Mortar 1:6 including b) The work shall be carried out as per the directions of
cement float, filling joints with neat cement slurry, curing, Engineer-in-charge
polishing and cleaning etcetera complete.

50 Providing and laying chequered tiles of approved quality of Bd. M-12 Page a) Sample shall be got approved from the Engineer-in-charge
size 30 centimetre x 30 centimetre confirming to corresponding Number 385 prior to start of work.
Indian Standard for flooring in required position laid on a bed b) The work shall be carried out as per the directions of Engineer
of 1:4 cement mortar including cement float, filling joint with in charge.
cement slurry cleaning curing etcetera complete.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
51 Providing and fixing frame with or without ventilator of size As directed by The Work shall be carried out as directed by Engineer in Charge
as specified with Country non teak wood for doors and Engineer in
windows including chamfering, rounding, rebating, iron charge.
holdfast of size 300milimeter x 40milimeter x 5milimeter with
oil painting, etcetra complete.

52 Providing and Fixing 30 milimetre thick BOTH SIDE As directed by The work shall be carried out as per the directions of Engineer-
PRELAMINATED SOLID PANEL Poly Vernyl Chloride DOOR Engineer in charge. in-charge
SHUTTER consisting of frame made out of Mild Steel tubes of 19
guage thickness and, size 19 x 19 milimetre for styles and 15 x15
milimetre for the top and bottom rails, Mild Steel frame shall have a
coat of metel primer of approved make and manufacture. Mild Steel
frame shall be covered with heat mouled Poly Vernyl Chloride 'C'
channel made from 5 milimetre (+/ 0.25) thick prelaminated sheet of
density 600 Kilogram/ cubic Metre, of size 30 milimetre thickness 70
milimetre width out of which 50 milimetre shall be flat and 20
milimetre shall be tapered in 45 angle on either side forming stiles; and
5 milimetre thick, 95 milimetre wide Poly Vernyl Chloride sheet out of
which 75 milimetre shall be falt and 20 milimetre shall be tapered in 45
on the inner side to form top and bottom rail and 115 milimetre wide
Poly Vernyl Chloride sheet out of which 75 milimetre shall be falt and
20 milimetre shall be tapered on both sides to form lock rail. Top,
bottom and lock rail shall be provided either side of the panel. An
additional 5 milimetre (+/ 0.25) thick Poly Vernyl Chloride strip of 20
milimetre width is to be stuck on the bottom side of the 'C' channel
prelaminated paneling of 5 milimetre (+/ 0.25) thick Poly Vernyl
Chloride sheet to be fitted inside the Mild Steel frame welded/ sealed
to the styles and rails with 5 milimetre (+/ 0.25) x 30 milimetre Poly
Vernyl Chloride sheet beading on either side and joined together with
solvent cement adhesive etcetera 10 milimetre thickness (5 milimetre
(+/ 0.25) x 2 nos ) 20 milimetre wide cross Poly Vernyl Chloride sheet
as gap insert for the rail and bottom rail. Door to be fixed to frames
with 3 numbers Mild Steel powder coated but hinges of size 100
milimetre long steel screws drilled suitable to pass through both the
walls of the M.S tube.other hardwares

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
53 Providing and fixing solid core flush door shutter in single leaf BD-T-34 Page The work shall be carried out as directed by Engineer in Charge
32 millimetre thick decorative type of exterior grade as per Number 499
detailed drawings approved veneers 3 millimetre thick on both
faces or as directed, all necessary beads, mouldings and
lipping, wrought iron hold fasts, approved chromium plated
fixtures and fastenings with brass mortise lock, approved
chromium plated handles on both sides and finishing with
french polish etcetera complete as directed.

54 Providing and applying two coats of wall care putty of As directed by The work shall be carried out as directed by Engineer in Charge
approved make on plastered surface and ceiling and walls to Engineer in charge.
prepare surface even and smooth to receive painting, etcetera
complete as directed.
55 Providing and applying two coats of exterior acraylic emulsion As directed by a) The Paint shall be of approved make only.
paint confirming to corresponding Indian Standard of Asian/ Engineer in charge. b) The shade and quality of paint shall be got approved by the
Nerolac/ Berger/ Dulux/ Shalimar make and of approved Engineer in charge prior to start of work.
colour to the plastered surfaces including cleaning, preparing c) The work shall be carried out as per the directions of Engineer
the plaster surface, applying primer coat, scaffolding if in charge
necessary, and watering the surface for two days etcetera
complete as directed.

56 Providing and applying washable oil-bound distemper of Bd. L.2 Page Number a) The Paint shall be of approved make only.
approved colour and shade to old and new surfaces in two 368 b) The shade and quality of paint shall be got approved by the
coats including scaffolding, preparing the surfaces. (excluding Engineer in charge prior to start of work.
the primer coat.) Including all lead and lifts etcetera complete. c) The work shall be carried out as per the directions of Engineer
in charge

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
57 Laboratory testing Charges required for material testing on the As directed by 1. The work shall be carried out as per the directions of Engineer-
basis of testing frequency and charges fixed by vigilance and Engineer in charge. in-charge
quality control circle pune for the year 2023-24, as per 2. The Contractor shall be obtain the various test results from the
Supritendent Engineer.,vigilance and quality control Govt. Laboratory as directed by Engineer in Charge. The
circle,Pune Lettter Number.844, dated 30.06.2017 Original bills of such test condutcted shall be produced at the
time of payment. The payment of only those test shall be
released which are acceptable as per relevant specification

58 Royalty Charges as per Revenue and Forest Department's As directed by a) The contractor is entitled to pay all Royalty charges as per
notification dated 11/02/2010 as per Maharashtra Minor Engineer in charge. Government rules and regulations and according to the
Mineral Extraction Rules,2010 and as per Instruction in general ammendments made from time to time.
notes on SSR 2020-21 in P.W. Sanctioned schedule of rates for b) In case, the contractor fails to pay the royalty completely (or if
year 2020-2021 for items of lime stone,lime it is paid partially), the Engineer - in - charge reserves the right
shell,stones,rubble,stone to recover the same by deducting that amount from the Running
dust,shingles,gravels,murum,kankar,ordinary earth (to be used account bills or final bill of the contractor.
for embankment and filling),slate and shell etcetera

4) FOR MULTIPURPOSE CENTER AT KALAMB

ADHIVASIWADI TAL.SUDHAGAD
1 Labour charges for removing grass, thorney shrubs, Jungli As directed by The work shall be carried out as per the directions of Engineer in
shrub, Kubabul and alike grass along roadside making the Engineer in charge. charge.
ground clean by showel and phavaras etcetra complete.

2 Excavation for roadway in earth, soil of all sorts, sand, gravel or MORTH 301 The work shall be carried out as directed by Engineer in Charge
soft murum including dressing section to the required grade,
camber and side slopes and conveying the excavated materials
with all lifts upto a lead of 50 metre and spreading for
embankment or stacking as directed.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
3 Conveying materials obtained from road cutting including all MORTH 305 The work shall be carried out as per the directions of Engineer-
lifts, laying in layers of 20 centimetre to 30 centimetre breaking in-charge
clods, dressing to the required lines, curves, grades and section,
watering and compacting to not less than 97% of standard
proctor density for a lead of 300 metre to 500 metre inclusive,
from the site of excavation to the site of deposition as directed.

4 Excavation for foundation in earth, soil of all types, sand, gravel Bd.A.10 Page a) The sizes of Length, width and depth of excavation shown on
and soft murum including removing the excavated material up Number 262 drawing are probable and may vary in actual execution. The
to required distance beyond the building area, stacking and contractor is not entitled to claim extra payment for changes in
spreading as directed, dewatering if required, preparing the size of Excavation.
bed for the foundation and necessary back filling, ramming, b) The decIndian Standard Instituteon regarding strata
watering including shoring and strutting etcetera complete as classification will be taken by the Engineer-in-charge and shall
directed for all leads and lifts. be final and binding on the Contractor.
c) Only approved material shall be used for backfilling.
d] Soil strata :- This shall include all kinds of Soil, silt, sand, soft
murum, which can be best removed with showel after after
loosening with pick axe or crow bar. It shall also include isolated
boulders upto 0.10 cu.mt. which do not need blasting and cold
be removed with pick axe, showel and crow bar. The strata on
final excavation shall be broght to the notice and got approved
by the Engineer-in-charge, before commencing further work.
e) The work shall be carried out as per directions of the Engineer-
in-charge.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
5 Excavation for foundation in hard murum including Bd.A.1 Page No.259 a) The sizes of Length, width and depth of excavation shown on
removing the excavated material upto distance of 50 metres drawing are probable and may vary in actual execution. The
beyond the building area and stacking and spreading as contractor is not entitled to claim extra payment for changes in
directed, dewatering, preparing the bed for the foundation size of Excavation.
and necessary back filling, ramilimetering, watering b) The decIndian Standard Instituteon regarding strata
including shoring and strutting et- cetra complete. (Lift upto classification will be taken by the Engineer-in-charge and shall
1.50 m) By Manual Means be final and binding on the Contractor.
c) Only approved material shall be used for backfilling.
d] Soil strata :- This shall include all kinds of Soil, silt, sand, soft
murum, which can be best removed with showel after after
loosening with pick axe or crow bar. It shall also include isolated
boulders upto 0.10 cu.mt. which do not need blasting and cold
be removed with pick axe, showel and crow bar. The strata on
final excavation shall be broght to the notice and got approved
by the Engineer-in-charge, before commencing further work.
e) The work shall be carried out as per directions of the Engineer-
in-charge.

6 Providing dry trap rubble stone soling 15 centimetre to 20 Bd.A.10 Page a) Only approved excavated material shall be used for filling.
centimetre thick including hand packing and compacting Number 262 b) The work shall be executed as per directions of the Engineer
etcetera complete as directed. (including all leads and lifts) in charge.
C) Work To be exicuted with vibroplate.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
7 Providing and laying Cast in situ/ Ready Mix cement concrete Bd. E. 1 Page a) All the material is to be tested and Design mix should be
M-10 of trap metal for foundation and bedding including Number 287 obtained from Government/ Government Approved Laboratory
bailing out water if required, formwork, laying/ pumping, before starting of work as directed by the Engineer-in-charge
compacting, finishing uneven and honey combed surface if b) The strength of concrete to be used is M-10 by Design mix.
required, curing etcetera complete with fully automatic micro c) Sampling and testing shall comply with specification
processor based Programmable Logic Controller with d) Curing shall be done by wet gunny bags.
Supervisory Control and Data AcquIndian Standard e) The work shall be carried out as per the directions of Engineer-
Institutetion enabled reversible Drum Type mixer/ concrete in-charge.
Batch mix plant (Pan mixer) with fine aggregate as finely
washed Natural Sand/ Vertical Shaft Impactor Grade Crushed
sand etcetera complete as directed. (including all leads and lifts)

8 Providing and fixing in position Thermo Mechanically Treated - Bd.F.17, Page a) The work shall be carried out as per the directions of Engineer-
Ferrous - 500 bar reinforcement of various diameters of Number 306 in-charge.
TISCON, SAIL, TATA Steel, RINL (Rashtriya Ispat Nigam b) The payment shall be made as per Metric Tonne instead of
Limited - Vizag), JSW or with embossing of Indian Standard per Quintal as specified in the standard specification book.
Institute Trade Mark and Thermo Mechanically Treated T c) Re-rolled Steel shall not be used.
Brand at every 1.00 meter interval on every bar confirming to d) Thermo Mechanically Treated (T.M.T. Steel) bar
Indian Standard 1786 for Reinforced Cement Concrete footings, reinforcement of TISCON (TATA Iron and Steel company ),
columns, beams, lintels, chajjas, canopies, slabs, staircase, waist SAIL (Steel Authority of India Limited),TATA Steel, RINL
slas, pardis, copings, fins, arches etcetera as per detailed (Rashtriya Ispat Nigam Limited - Vizag) with embossing of
designs, drawings and schedules including cutting, bending, Indian Standard Institute Trade Mark and T.M.T. Brand at every
hooking the bars, binding with Galvanised Iron binding wires 1.00 meter interval on every bar confirming to Indian Standard
of appropriate gauge and supporting etcetera complete as 1786 shall only be approved by the Engineer-in-charge and the
required. (including all leads and lifts) same shall be brought by the contractor.
e) The charges of Reinforced Cement Conceret Design shall be
borne by Contractor and duly get approved from Engineer in
Charge.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
9 Providing and laying in situ/ Ready Mix cement concrete Mix Bd.F.3 Page Number a) All the materials are to be tested and design mix should be
20 of trap/ granite/ quartzite/ gneiss metal for Reinforced 298 and obtained from Government or Government approved laboratory
Cement Cocrete work in foundations like raft, strip B.7, Page Number38 before starting of work as directed by Engineer-in-charge.
foundations, grillage and footings of Reinforced Cement b) The concrete shall be mixed by mechnical mixer only.
Cocrete columns and steel stanchions etcetera including bailing c) Formwork of plywood and steel plate, centering of steel props
out water, Steel centering formwork, laying/ pumping cover shall be used.
blocks, compaction and curing roughening the surface if special d) The strength of concrete to be used is as specified in the
finish is to be provided (Excluding reinforcement and structural wording by design mix.
steel) etcetera complete, with fully automatic micro processor e) Sampling and testing shall be comply with specification
based Programmable logic Controller with Supervisory Control number B-7 (3) Page Number 38 and relevant specification
and data Aquisition enabled reversible Drum Type mixer/ Number B-16 (12) Page Number 37 from standard specifications.
concrete Batch mix plant (Pan mixer) etcetera complete. With f) The rate of item is based on cement content of 350 kilogram
fine aggregate (Crushed sand Vertiacl Shaft Impactor Grade) per cubic metre. For change in cement content as per actual mix
design, the rate of item will be increased or decreased as per
conditions in the B-7-4 Page Number 39 of Standard
sppeceifications.
g) All quality control register should be maintained and
coloured photo album of work executed shall be submitted with
every Running Account Bill by the Contractor at his own cost.
h) All the necessity equipments for field test of concrete, bricks,
sand, etcetera shall be made avilable by contractor at his own
cost.
i) For using vertical shaft impactor grade artificial sand prior
permission engineer in charge shall be obtained and accordingly
concrete mix design shall be obtained from Government
Laboratory before execution.
j) Specifications shall be followed.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
10 Providing and laying Cast in situ/ Ready Mix cement concrete Bd.F.5 Page Number a) All the materials are to be tested and design mix should be
Mix 20 of trap/ granite/ quartzite/ gneiss metal for Reinforced 300 and B.7, obtained from Government or Government approved laboratory
Cement Cocrete columns as per detailed designs and drawing Page.Number 38 before starting of work as directed by Engineer-in-charge.
or as directed including steel centering, formwork, cover b) The concrete shall be mixed by mechnical mixer only.
blocks, laying/ pumping, compaction finishing the formed c) Formwork of plywood and steel plate, centering of steel props
surfaces with cement mortar 1:3 of sufficient minimum shall be used.
thickness to give a smooth and even surface or roughening if d) The strength of concrete to be used is as specified in the
special finish is to be provided and curing etcetera complete. wording by design mix.
(Excluding reinforcement and structural steel). with fully e) Sampling and testing shall be comply with specification
automatic micro processor based Programmable logic number B-7 (3) Page Number 38 and relevant specification
Controller with Supervisory Control and data Aquisition Number B-16 (12) Page Number 37 from standard specifications.
enabled reversible Drum Type mixer/ concrete Batch mix plant f) The rate of item is based on cement content of 350 kilogram
(Pan mixer) etcetera complete. With fine aggregate (Crushed per cubic metre. For change in cement content as per actual mix
sand Vertical Shaft Impactor Grade) design, the rate of item will be increased or decreased as per
conditions in the B-7-4 Page Number 39 of Standard
sppeceifications.
g) All quality control register should be maintained and
coloured photo album of work executed shall be submitted with
every Running Account Bill by the Contractor at his own cost.
h) All the necessity equipments for field test of concrete, bricks,
sand, etcetera shall be made avilable by contractor at his own
cost.
i) For using vertical shaft impactor grade artificial sand prior
permission engineer in charge shall be obtained and accordingly
concrete mix design shall be obtained from Government
Laboratory before execution.
j) Specifications shall be followed.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
11 Providing and laying Cast in situ/ Ready Mix cement concrete Bd.F.6 Page Number a) All the materials are to be tested and design mix should be
Mix 20 of trap/ granite/ quartzite/ gneiss metal for Reinforced 300 and obtained from Government or Government approved laboratory
Cement Cocrete beams and lintels as per detailed designs and B.7, Page Number38 before starting of work as directed by Engineer-in-charge.
drawings or as directed including steel centering, formwork, b) The concrete shall be mixed by mechnical mixer only.
cover blocks, laying/ pumping, compactionand roughening the c) Formwork of plywood and steel plate, centering of steel props
surface if special finish is to be provided and curing etcetera shall be used.
complete. (Excluding reinforcement and structural steel). with d) The strength of concrete to be used is as specified in the
fully automatic micro processor based Programmable logic wording by design mix.
Controller with Supervisory Control and data Aquisition e) Sampling and testing shall be comply with specification
enabled reversible Drum Type mixer/ concrete Batch mix plant number B-7 (3) Page Number 38 and relevant specification
(Pan mixer) etcetera complete. With fine aggregate (Crushed Number B-16 (12) Page Number 37 from standard specifications.
sand Vertical Shaft Impactor Grade) f) The rate of item is based on cement content of 350 kilogram
per cubic metre. For change in cement content as per actual mix
design, the rate of item will be increased or decreased as per
conditions in the B-7-4 Page Number 39 of Standard
sppeceifications.
g) All quality control register should be maintained and
coloured photo album of work executed shall be submitted with
every Running Account Bill by the Contractor at his own cost.
h) All the necessity equipments for field test of concrete, bricks,
sand, etcetera shall be made avilable by contractor at his own
cost.
i) For using vertical shaft impactor grade artificial sand prior
permission engineer in charge shall be obtained and accordingly
concrete mix design shall be obtained from Government
Laboratory before execution.
j) Specifications shall be followed.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
12 Providing second class Burnt Brick masonry with Bd.O.5 Page Number The work shall be carried out as directed by Engineer in Charge
conventional/ Indian Standard type bricks in cement mortar 1:6 405
in foundations and plinth of inner walls/ in plinth external
walls including bailing out water manuall, striking joints on
unexposed faces, raking out joints on exposed faces and
watering Including all lead and lifts etcetera complete.

13 Filling in plinth and floors with contractors material brought Bd.A.11 Page a) Only approved excavated material shall be used for filling
from outside and approved by Engineer in charge including Number 263 b) The work shall be executed as per directions of the Engineer
watering and compacting in layers of 15 centimetre to 20 in charge. C) Work To be exicuted with vibroplate.
centimetre etcetera complete as directed. (including all leads
and lifts)

14 Filling in plinth and floors with approved excavated material in Bd.A.10 Page a) Only approved excavated material shall be used for filling
15centimeter to 20 centimeter layers including watering and Number 262 b) The work shall be executed as per directions of the Engineer
compacting etcetera complete. in charge. C) Work To be exicuted with vibroplate.

15 Providing second class Burnt Brick masonry with Bd.G.5 Page Number a) The testing of bricks shall be done at prescribed frequency in
conventional/ Indian Standard type bricks in cement mortar 1:6 315 Government/ Government approved laboratory only.
in superstructure including striking joints, raking out joints, b) Testing charges shall be paid by the contractor.
watering and scaffolding etcetera Complete c) One set of 15 bricks to be tested for each consignment of
50,000 number for (I) water absorption and (ii) crushing strength
in dry and wet conditions.
d) The work shall be carried out as per the direction of Engineer-
in-charge.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
16 Providing second class Burnt Brick masonry with Bd.G.7 Page Number a) The testing of bricks shall be done at prescribed frequency in
conventional/ Indian Standard type bricks in cement mortar 1:4 316 Government/ Government approved laboratory only.
in half brick thick wall including mild steel longitudinal b) Testing charges shall be paid by the contractor.
reinforcement of 2 bars of 6 millimetre diameter/ 2 hoop iron c) One set of 15 bricks to be tested for each consignment of
strips 25 millimetre X 1.6 millimetre placed at every third 50,000 number for (I) water absorption and (ii) crushing strength
course, properly bent and bonded at ends scaffolding, racking in dry and wet conditions.
out joints and watering etcetera complete. d) The work shall be carried out as per the direction of Engineer-
in-charge.

17 Providing and fixing M-40 grade precast concrete door frame of As directed by The work shall be carried out as directed by Engineer in Charge
size 60 millimetre x 100 millimetre vibrated pull cast or similar Engineer in
type with chamfer conforming to Indian Standard 6524-1983 charge.
having 6 millimetre diametres bars 3 Numbers and stirrups at
the rate of 250 millimetre centre to centre and fixing in wall
with 6 Numbers of hold fast of 12 millimetre diametre bars 500
millimetre long including cleaning the frame surface, necessary
primer and oil painting of appoved make and colour shade
etcetera complete as directed including all leads and lifts.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
18 Providing and laying Cast in situ/ Ready Mixcement concrete Bd.F.9 Page Number The work shall be carried out as per the directions of Engineer in
M-20 of trap/ granite/ quartzite/ gneiss metal for Reinforced 303 and B.7, Page charge.
Cement Concrete chajja as per detailed design and drawings Number38
including steel centering, formwork, cover blocks, laying/
pumping, compacting and roughening the surface if special
finish is to be provided and curing complete. (Excluding
reinforcement and structural steel). with fully automatic micro
processor based Programmable logic Controller with
Supervisory Control and data Aquisition enabled reversible
Drum Type mixer/ concrete Batch mix plant (Pan mixer)
etcetera complete. With fine aggregate (Crushed sand Vertical
Shaft Impactor Grade)

19 Providing and laying Cast in situ/ Ready Mix cement concrete Bd.F.8 Page Number The work shall be carried out as directed by Engineer in Charge
M-20 of trap/ granite/ quartzite/ gneiss metal for Reiforced 302 and B.7, Page
Cement Concrete slabs and landings as per detailed designs Number38
and drawings including steel centering, formwork, cover
blocks, laying/ pumping, compaction finishing the formed
surfaces with cement mortar 1:3 of sufficient minimum
thickness to give a smooth and even surface or roughening if
special finish is to be provided and curing etcetera complete,
(Excluding reinforcement and structural steel). with fully
automatic micro processor based Programmable logic
Controller with Supervisory Control and data Aquisition
enabled reversible Drum Type mixer/ concrete Batch mix plant
(Pan mixer) etcetera complete. With fine aggregate (Crushed
sand Vertical Shaft Impactor grade)

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
20 Providing structural steel work in trusses, other similar trussed As directed by The work shall be carried out as directed by Engineer in Charge
purlins and members with all bracing, gusset plates etcetera as Engineer in charge.
per detailed designs and drawings or as directed including
cutting, fabricating, hoisting, erecting fixing in position, Making
riveted/ bolted/ welded connection and one coat of
anticorrosive paint and over it 2 coats of oil painting approved
quality and shade Including all lead and lifts etcetera complete.

21 Puf Roof Panel: Sandwich panel for roof 50 milimetre thick(puf) As directed by 1. The work shall be carried out as per the directions of Engineer-
The base material being Mangalore Tile shape profile Pre- Engineer in charge. in-charge
painted coating.External face brick Red.PCT 0.4 milimetre 2. The Contractor shall be obtain the various test results from the
Cover Width of the panel will be 990 milimetre. Crest height of Govt. Laboratory as directed by Engineer in Charge. The
30 milimetre pitch of 198 milimetre.The length of panel as per Original bills of such test condutcted shall be produced at the
site length requirement the side lapping and over lapping joints time of payment. The payment of only those test shall be
of the self supporting panels shall be vapour tight.The PUF released which are acceptable as per relevant specification
panels external and internal sides have guard film protection
and confirmd Indian Standard-123436-1988.The to sheet have
profiled and bottom sheet have a micro rib finishing thermal
conductivity of 0.024 w/mk. Density shall be 40+/. 2 kilogram
per metercube CFC/HCFC free Installation shall be Using
Hourse Power or equivalent Hex head self drilling Screws with
washer 12-14*100 milimeter size of
required.Make:Therm:shield include Ridge Tiles of Width 990
milimeter and end batterns

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
22 Providing sills of required material 20 milimetre to 25 Spec.Number: a) Sample shall be got approved from the Engineer-in-charge
milimetre thick, on a bed of cement mortar 1:4 including Bd.M.31/Page prior to start of work.
cement float, filling joints with neat cement slurry, curing, Number 393 b) The work shall be carried out as per the directions of Engineer
moulding edges, polishing, cleaning complete. in charge.
b) Granite

23 Providing sand faced plaster externally in cement mortar using Bd.L.7 Page Number a) This item includes Dhar-core, water patti, grooves in plaster
approved screened sand, in all positions including base coat of 369 etcetera complete as directed.
15 millimetre thick in cement mortar 1:4 using waterproofing b) The waterproofing compound shall be got approved by the
compound at 1 kilogram per cement bag curing the same for Engineer-in-charge before use. The sand for plaster work shall
not less than 2 days and keeping the surface of the base coat be free from silt and shall be washed before use.
rough to receive the sand faced treatment 6 to 8 millimetre thick c) The work shall be carried out as per the directions of Engineer-
in cement mortar 1:4 finishing the surface by taking out grains in-charge
and curing for fourteen days scaffolding etceteracomplete as
directed. (including all leads and lifts)

24 Providing and laying full body vitrified matt fininsh tiles Bd.M.12 Page The work shall be carried out as per the directions of Engineer-
having size 590 milimeter to 605 milimeter x to 605 milimeter of Number 385 in-charge
8 to 10 milimeter thickness and confirming Indian Standard
15622-2006 (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 etcetera complete.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
25 Providing and laying full body vitrified matt finish tiles having Bd.M.12 Page The work shall be carried out as per the directions of Engineer-
size 590 milimeter to 605 milimeter x to 605 milimeter of 8 to Number 385 in-charge
10 milimeter thickness and confirming Indian Standard 15622-
2006 (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 etcetera complete.

26 Providing and laying ceramic tiles having size 30 centimeter. x Bd.M.13 Page The work shall be carried out as per the directions of Engineer-
45 centimeter. confirming to corresponding Indian Standard for Number 386. in-charge
dado and skirting in required position with readymade
adhesive mortar of approved quality on plaster of 1:2 cement
mortar including joint filling with white or colour cement
slurry cleaning curing etcetra complete.

27 Providing internal cement plaster 12 milimetre thick in single Bd. L.2 Page Number The work shall be carried out as per the directions of Engineer-
coat in cement mortar 1:5 without neeru finish to concrete or 368 in-charge
brick surfaces, in all positions including scaffolding and curing
etcetera complete.
28 Providing and fixing Orissa type white glazed earthenware As directed by a) Sample shall be got approved from the Engineer-in-charge
575 milimeter water closet pan including S trap with Engineer in charge. prior to start of work.
earthenware foot rests, cast iron soil and vent pipe upto outside b) The work shall be carried out as per the directions of
face of the wall 1:2:4 brick bat lime concrete bedding without Engineer-in-charge
flushing tank and its accessories et- cetra complete.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
29 Providing and fixing European type Colour glazed As Directected By a) Sample shall be got approved from the Engineer-in-charge
earthenware water closet pan with UPolyvinyl Chloride seat Engineer Incharge prior to start of work.
and lid with chromium plated brass hinges and rubber buffers b) The work shall be carried out as per the directions of
including UPolyvinyl Chloride and vent pipe up to the outside Engineer-in-charge
face of wall 10 liter enameled low level flushing cistern with
fittings pipe stop tap brackets for fixing cistern 32 milimeter
dia. UPolyvinyl Chloride flush pipe with fittings and clamps,20
milimeter dia.UPolyvinyl Chloride overflow pipe ,mosquito
proof couplings Galvanized Iron chain and pulley,with water
Jet and fitting including cutting and making good to the
walls and floors testing etcetra complete.( prior approval of
sample and brand by Executive Engineer is necessary before
use)

30 Providing and fixing white glazed earthenware Wash Hand Bd.V.30 Page The work shall be carried out as directed by Engineer in Charge
Basin of 63centimeter x 45centimeter size including Bib cock Number 565
stop tap brass heavy 15milimeter, brackets, rubber plugs and
brass chain, stop tap and necessary pipe connection including
Polyvinyl Chloride waste pipe and trap up to the outside face
of the wall.

31 Providing and fixing on walls/ ceiling/ floor 25 milimetre BD.V 5 Page 551 and a) Pipe of standard make and brand and with Indian Standard
diametre Chlorinated Poly Venyl Chloride pipe of Finolex/ as directed by Institute mark shall be used.
Supreme/ Jain/ Astral make with necessary fittings, remaking Engineer in charge b) Sample shall be got approved from the Engineer-in-charge
good the demolished portion etcetera complete. Including prior to start of work.
removing existing pipe line if necessary and conveying and c) This item includes the cost of making Hot/ cold water
stacking the same in Public Works Department chowky or as pipeline concealed in brickwork, by chasing brickwork, fixing
directed etcetera complete. clamps, etcetera
d) The work shall be carried out as per the directions of
Engineer in charge.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
32 Providing and fixing on walls/ ceiling/ floor 32 millimetre BD.V 5 Page 551 and a) Pipe of standard make and brand and with Indian Standard
diametre Chlorinated Poly Venyl Chloride pipe of Finolex/ as directed by Institute mark shall be used.
Supreme/ Jain/ Astral make for water supply including fixing Engineer in charge b) Sample shall be got approved from the Engineer-in-charge
Galvanised Iron bracket of required size to keep the pipe 40 to prior to start of work.
65 millimetre away from face of walls and fixing with U clip c) This item includes the cost of making Hot/ cold water
nut bolt with necessary fittings, remaking good the demolished pipeline concealed in brickwork, by chasing brickwork, fixing
portion etcetera complete as directed. clamps, etcetera
d) The work shall be carried out as per the directions of
Engineer in charge.

33 Providing, laying and fixing Poly Vinyl Chloride pipe of 110 As directed by a) Pipe of standard make and brand and with Indian Standard
millimetre diameter of Finolex/ Supreme/ Jain/ Astral make Engineer in charge. Institute mark shall be used.
for soil/ vent pipes including fixing Galvanised Iron bracket of b) Sample shall be got approved from the Engineer-in-charge
required size to keep the pipe 40 to 65 millimetre away from prior to start of work.
face of walls and fixing with U clamps nut bolt with fittings c) This item includes the cost of making Hot/ cold water
such as bends, tees, reducers etcetera including necessary pipeline concealed in brickwork, by chasing brickwork, fixing
excavation, trench filling etcetera complete as directed. clamps, etcetera
d) The work shall be carried out as per the directions of
Engineer in charge.

34 Providing and constructing Brick Masonry Inspection Chamber Bd.V.43, Page The work shall be carried out as per the directions of Engineer-
60 centimetre x 45 centimetre x 90 centimetre average depth Number 574 in-charge
including 1:4:8 cement concrete foundation 1:2:4 cement
concrete channels half round Glazed Stone Ware pipes, brick
masonry, plastering from inside and with frame fixed in cement
concrete with Reinforced Cement Concrete Cover etcetera
complete as directed. (including all leads and lifts)

35 Providing soak pit of size 120 centimetre x 120 centimetre x 120 Bd.V.46, Page The work shall be carried out as per the directions of Engineer-
centimetre including excavating and filling with brick-bats. Number 576 in-charge

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
36 Providing and fixing Poly Vinyl Chloride Rain water pipes of As directed by a) Pipe of standard make and brand and with Indian Standard
160 millimetre outer diameter and having wall thickness of 2.2 Engineer Incharge Institute mark shall be used.
to 2.7 millimetre of Finolex/ Supreme/ Jain/ Astral make b) Sample shall be got approved from the Engineer-in-charge
confirming to Indian Standard 13592-1992 including proper prior to start of work.
rainwater receiving recess with Poly Vinyl Chloride plug, bend, c) This item includes the cost of making Hot/ cold water
necessary fittings, such as, offsets, shoes, including fixing pipeline concealed in brickwork, by chasing brickwork, fixing
Galvanised Iron bracket of required size to keep the pipe 40 to clamps, etcetera
65 millimetre away from face of walls and fixing with U clamps d) The work shall be carried out as per the directions of
nut bolt of approved quality and number, filing the joint using Engineer in charge.
rubber gasket with solvent cement and properly resting the
shoe of pipes on cement concrete or masonry blocks including
necessary scaffolding and maintenance for 3 years for any
leakages or dislocations of pipes. All the Poly Vinyl Chloride
fittings and additional 2 piece socket clips shall be got
approved from engineer in charge etcetera complete. (The
contractor shall give 3 years guarantee bond for payment)

37 Providing and fixing High Density Polyethelyne container one Bd.K.1 Page The work shall be carried out as directed by Engineer in Charge.
piece moulded water tank made out of low density polythyler Number359
and built corrugation including of delivery up to destination
hoisting and fixing of accessories such as inlet, outlet overflow
of all tanks capacity above 1000 to 20,000 litres Including all
lead and lifts etcetera complete.

38 Providing and fixing 40 milimetre diametre Ball cock medium As directed by The work shall be carried out as directed by Engineer in Charge
type with Poly vinyl Chloride float including sockets and Engineer in
necessary fittings and tested as per municipal requirements charge.
etcetera complete.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
39 Providing and fixing Chromium Plated BIB cock with wall charge a) Sample shall be got approved from the Engineer-in-charge
flange of approved make including necessary sockets/ union prior to start of work.
nut etcetera complete. b) The work shall be carried out as per the directions of
Engineer-in-charge
40 Providing and fixing in position Unplasticized Poly Vinol As Directected By a) Sample shall be got approved from the Engineer-in-charge
Chloride ultra violet stabilized 110 millimetre outer diameter Engineer Incharge prior to start of work.
cowl dome confirming to Indian Standard-4985 including b) The work shall be carried out as per the directions of
making joints with solvent cement etcetera complete Engineer-in-charge

41 Providing and laying in trenches 15 millimetre diametre BD.V 5 Page 551 and a) Pipe of standard make and brand and with Indian Standard
Chlorinated Poly Venyl Chloride pipe of Finolex/ Supreme/ as directed by Institute mark shall be used.
Jain/ Astral make for water supply including necessary Engineer in charge b) Sample shall be got approved from the Engineer-in-charge
excavation, fittings. refilling trenches etcetera complete as prior to start of work.
directed. c) This item includes the cost of making Hot/ cold water
pipeline concealed in brickwork, by chasing brickwork, fixing
clamps, etcetera
d) The work shall be carried out as per the directions of
Engineer in charge.

42 Providing and laying in trenches 20 millimetre diametre BD.V 5 Page 551 and a) Pipe of standard make and brand and with Indian Standard
Chlorinated Poly Venyl Chloride pipe of Finolex/ Supreme/ as directed by Institute mark shall be used.
Jain/ Astral make for water supply including necessary Engineer in charge b) Sample shall be got approved from the Engineer-in-charge
excavation, fittings. Refilling trenches etcetera complete as prior to start of work.
directed. c) This item includes the cost of making Hot/ cold water
pipeline concealed in brickwork, by chasing brickwork, fixing
clamps, etcetera
d) The work shall be carried out as per the directions of
Engineer in charge.

43 Providing fine cement finish 1.5 millimetre thick over green As directed by The work shall be carried out as directed by Engineer in Charge.
plaster surface including scaffolding curing etcetera complete. Engineer in charge.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
44 Providing and fixing in position. (as per Indian Standard 1868/ As directed by The work shall be carried out as directed by Engineer in Charge
1982) Aluminium sliding window of two tracks with Engineer in
rectangular pipe having overall dimension 63.50 x 38.10 x 1.02 charge.
milimetre at weight 0.547 Kilogram/One Running Metre. and
window frame bottom track section 61.85 x 31.75 x 1.20
milimetre at weight 0.695 Kilogram/One Running Metre. Top
and side track section 61.85 x 31.75 x 1.30 milimetre at weight
0.659 Kilogram/One Running Metre. The shutter should be of
bearing bottom 40 x 18 x 1.25 milimetre at weight 0.417
Kilogram/One Running Metre. Inter locking section 40 x 18 x
1.10 milimetre at weight 0.469 Kilogram/One Running Metre.
And handle section 40 x 18 x 1.25 milimetre at weight 0.417
Kilogram/One Running Metre. and top section 40 x 18 x 1.25
milimetre at weight 0.417 Kilogram/Running metre. As per
detailed drawings and as directed by Engineer in charge with
all necessary Aluminium sections fixtures and fastenings such
as roller bearing in nylon casting and self locking catch fitted in
vertical section of shutter including 5 milimetre thick plain
glass with all required screws and nuts etcetera complete. With
powder coating without box

45 Providing and fixing in position powder coated aluminium As directed by The work shall be carried out as directed by Engineer in Charge
louvered windows/ ventilator of various sizes with powder Engineer in
coating as per detailed drawing and specifications including charge.
aluminium frames 80 x 38 millimetre x 1.22 millimetre box
type, 5 millimetre thick sheet glass louvers, of approved quality
etcetera complete.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
46 Providing and fixing mild steel grill work for windows, Bd.U.1 Page Number The work shall be carried out as directed by Engineer in Charge
ventilators, etcetra 15 Kilogram per Square Metre as per 537
drawing including fixtures necessary welding and painting
with one coat of anticorrosive paint and two coats of oil
painting complete.

47 Providing and laying Antiskid Ceramic tiles of approved Bd. M-12 Page a) Sample shall be got approved from the Engineer-in-charge
quality of company Johnson/ RAK/ Kajaria/ Nitco/ Asian or Number 385 prior to start of work.
equivalent make of size 30 centimetre x 30 centimetre and b) The work shall be carried out as per the directions of Engineer
confirming to Indian Standard 15622-2006 (Group-B HA) for in charge.
antiskid flooring in toilet area laid on a bed of cement mortar
1:4 including cement float, filling joint with cement slurry
cleaning curing etcetera complete as directed.

48 Providing and fixing 90 centimeter x 60 centimeter Marble Bd.W.7 Page The work shall be carried out as per the directions of Engineer-
plate engraving 10 centimeter. height letter, figures Number586 in-charge
including painting the lefters or figures with approved colour
and shade complete
49 Providing and laying Polished Tandur Stone flooring 25 Bd.M.3 Page Number a) Sample shall be got approved from the Engineer-in-charge
millimetre to 30 millimetre thick required width in plain 380 prior to start of work.
pattern for courtyard on a bed of Cement Mortar 1:6 including b) The work shall be carried out as per the directions of
cement float, filling joints with neat cement slurry, curing, Engineer-in-charge
polishing and cleaning etcetera complete.

50 Providing and laying chequered tiles of approved quality of Bd. M-12 Page a) Sample shall be got approved from the Engineer-in-charge
size 30 centimetre x 30 centimetre confirming to corresponding Number 385 prior to start of work.
Indian Standard for flooring in required position laid on a bed b) The work shall be carried out as per the directions of Engineer
of 1:4 cement mortar including cement float, filling joint with in charge.
cement slurry cleaning curing etcetera complete.

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
51 Providing and fixing frame with or without ventilator of size As directed by The Work shall be carried out as directed by Engineer in Charge
as specified with Country non teak wood for doors and Engineer in
windows including chamfering, rounding, rebating, iron charge.
holdfast of size 300milimeter x 40milimeter x 5milimeter with
oil painting, etcetra complete.

52 Providing and Fixing 30 milimetre thick BOTH SIDE As directed by The work shall be carried out as per the directions of Engineer-
PRELAMINATED SOLID PANEL Poly Vernyl Chloride DOOR Engineer in charge. in-charge
SHUTTER consisting of frame made out of Mild Steel tubes of 19
guage thickness and, size 19 x 19 milimetre for styles and 15 x15
milimetre for the top and bottom rails, Mild Steel frame shall have a
coat of metel primer of approved make and manufacture. Mild Steel
frame shall be covered with heat mouled Poly Vernyl Chloride 'C'
channel made from 5 milimetre (+/ 0.25) thick prelaminated sheet of
density 600 Kilogram/ cubic Metre, of size 30 milimetre thickness 70
milimetre width out of which 50 milimetre shall be flat and 20
milimetre shall be tapered in 45 angle on either side forming stiles; and
5 milimetre thick, 95 milimetre wide Poly Vernyl Chloride sheet out of
which 75 milimetre shall be falt and 20 milimetre shall be tapered in 45
on the inner side to form top and bottom rail and 115 milimetre wide
Poly Vernyl Chloride sheet out of which 75 milimetre shall be falt and
20 milimetre shall be tapered on both sides to form lock rail. Top,
bottom and lock rail shall be provided either side of the panel. An
additional 5 milimetre (+/ 0.25) thick Poly Vernyl Chloride strip of 20
milimetre width is to be stuck on the bottom side of the 'C' channel
prelaminated paneling of 5 milimetre (+/ 0.25) thick Poly Vernyl
Chloride sheet to be fitted inside the Mild Steel frame welded/ sealed
to the styles and rails with 5 milimetre (+/ 0.25) x 30 milimetre Poly
Vernyl Chloride sheet beading on either side and joined together with
solvent cement adhesive etcetera 10 milimetre thickness (5 milimetre
(+/ 0.25) x 2 nos ) 20 milimetre wide cross Poly Vernyl Chloride sheet
as gap insert for the rail and bottom rail. Door to be fixed to frames
with 3 numbers Mild Steel powder coated but hinges of size 100
milimetre long steel screws drilled suitable to pass through both the
walls of the M.S tube.other hardwares

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
53 Providing and fixing solid core flush door shutter in single leaf BD-T-34 Page The work shall be carried out as directed by Engineer in Charge
32 millimetre thick decorative type of exterior grade as per Number 499
detailed drawings approved veneers 3 millimetre thick on both
faces or as directed, all necessary beads, mouldings and
lipping, wrought iron hold fasts, approved chromium plated
fixtures and fastenings with brass mortise lock, approved
chromium plated handles on both sides and finishing with
french polish etcetera complete as directed.

54 Providing and applying two coats of wall care putty of As directed by The work shall be carried out as directed by Engineer in Charge
approved make on plastered surface and ceiling and walls to Engineer in charge.
prepare surface even and smooth to receive painting, etcetera
complete as directed.
55 Providing and applying two coats of exterior acraylic emulsion As directed by a) The Paint shall be of approved make only.
paint confirming to corresponding Indian Standard of Asian/ Engineer in charge. b) The shade and quality of paint shall be got approved by the
Nerolac/ Berger/ Dulux/ Shalimar make and of approved Engineer in charge prior to start of work.
colour to the plastered surfaces including cleaning, preparing c) The work shall be carried out as per the directions of Engineer
the plaster surface, applying primer coat, scaffolding if in charge
necessary, and watering the surface for two days etcetera
complete as directed.

56 Providing and applying washable oil-bound distemper of Bd. L.2 Page Number a) The Paint shall be of approved make only.
approved colour and shade to old and new surfaces in two 368 b) The shade and quality of paint shall be got approved by the
coats including scaffolding, preparing the surfaces. (excluding Engineer in charge prior to start of work.
the primer coat.) Including all lead and lifts etcetera complete. c) The work shall be carried out as per the directions of Engineer
in charge

Executive Engineer

Contractor's No. of Corrections

 Item Item of work Red Book C-34 If any Additional Specifications
No. Standard
Specification No.
and Page No.
57 Laboratory testing Charges required for material testing on the As directed by 1. The work shall be carried out as per the directions of Engineer-
basis of testing frequency and charges fixed by vigilance and Engineer in charge. in-charge
quality control circle pune for the year 2023-24, as per 2. The Contractor shall be obtain the various test results from the
Supritendent Engineer.,vigilance and quality control Govt. Laboratory as directed by Engineer in Charge. The
circle,Pune Lettter Number.844, dated 30.06.2017 Original bills of such test condutcted shall be produced at the
time of payment. The payment of only those test shall be
released which are acceptable as per relevant specification

58 Royalty Charges as per Revenue and Forest Department's As directed by a) The contractor is entitled to pay all Royalty charges as per
notification dated 11/02/2010 as per Maharashtra Minor Engineer in charge. Government rules and regulations and according to the
Mineral Extraction Rules,2010 and as per Instruction in general ammendments made from time to time.
notes on SSR 2020-21 in P.W. Sanctioned schedule of rates for b) In case, the contractor fails to pay the royalty completely (or if
year 2020-2021 for items of lime stone,lime it is paid partially), the Engineer - in - charge reserves the right
shell,stones,rubble,stone to recover the same by deducting that amount from the Running
dust,shingles,gravels,murum,kankar,ordinary earth (to be used account bills or final bill of the contractor.
for embankment and filling),slate and shell etcetera

Assistant Engineer, Grade-1 Executive Engineer

P.W. ( Tribal ) Sub Diviaion, Shahapur P. W. (Tribal) Division, Thane

Executive Engineer

Contractor's No. of Corrections

 Name of Work :- CONSTRUCTION OF MULTIPURPOSE CENTRE

BAR CHART
No. Item Of Work 30 Days 60 Days 90 Days 120 Days 150 Days 180 Days

1 Dismantling Old Columns

2 M20 Beam

3 M20 Column

4 Brick Work in Superstructure

5 Structural Struss & Puff Sheet

6 M20 Chajja & Misc. Slab

7 Window Grills , Door frames

8 Internal Plaster

9 External Plaster

10 Flooring

11 Coloring & Doors Window fitting

12 Misc. Work

Asst. Engineer Gr-I Executive Engineer

P. W. (Tribal) Sub-Division, Shahapur P. W. (Tribal) Division, Thane

Contractors No. of Corrections Executive Engineer

 PROJECT NAME.

PROPOSED MULTIPURPOSE
18.55
CENTER UNDER PRIME MINISTERS
0.23 0.10 0.10 0.23 0.23 0.10 0.10 0.23
1.05 1.05 1.05 10.93 1.05 1.05 1.05 JANMAN SCHEME FOR TRIBAL
DEPARTMENT.

0.23
0.10
0.60 0.60 0.10
0.23 0.23 0.22 0.23 0.60 0.60
0.89 1.50 0.88 1.00 1.50 1.00 0.88 1.50 0.89 0.22 0.23 0.22 0.23
WC WC 0.45 0.45 WC WC

1.40
1.40
0.30 0.10 0.30 0.30 0.10 0.30

1.64
1.64
0.75 0.75 0.75 0.75

2.85
0.10
0.10
FEMALE TOILET MALE TOILET

1.35
1.35

0.99
0.99

0.23
MULTIPURPOSE HALL

0.55
0.55

7.68
UP UP
3.35 10.93 3.35

1.50
1.50
CLASSROOM ANGANWADI

3.35

10.46
1.08
1.08

2.35 1.00

0.23
0.45 0.45
0.89 1.80 0.58 1.00 1.50 1.00 0.58 1.80 0.89

0.93
1.00
0.67

OFFICE ANM ROOM

1.50

3.35
1.50
VERANDAH

2.35
0.74

0.92
0.45 0.45 0.23
0.92 1.50 0.93 1.21 1.60 1.44 0.77 3.05 0.57 1.64 1.40 1.21 0.93 1.50 0.92

0.23
All Door Lintel - 2.10m Ht.
All Window Sill - 0.75m Ht.
All Window HT.- 1.50m Ht.
Toilet Ventilator - 0.60 X 0.90
Toilet Ventilator Sill - 2.25m Ht.

3.35 1.20 10.93 1.20 3.35

0.23 0.23 0.23 0.23 0.23 0.23
21.41

GROUND FLOOR PLAN NISHANK Group

3,Shree Sakshi,Garden Colony,
B/UP AREA: 231.70 SQM (2493.87 SQFT.) Including Porch Indira Nagar, Nashik - 422009
Tel: +91-253-2328182

DATE:
SCALE: N. T . S
FLOOR PLAN DRAWN BY: HA R SHA L

CHECKED BY: SUSHA NT

 PROJECT NAME.

PROPOSED MULTIPURPOSE
CENTER UNDER PRIME MINISTERS
JANMAN SCHEME FOR TRIBAL
DEPARTMENT.

+7.09 ROOF LVL

FABRICATED ROOF
AS PER DETAILS

22°
+4.35 ROOF LVL

+3.15 LINTEL LVL

+0.75 PLINTH LVL

± 0.00 GROUND LVL.

FRONT ELEVATION

FABRICATED ROOF
AS PER DETAILS
+6.91 ROOF LVL

2.13
+3.00 ROOF LVL

4.68
+2.70 LINTEL LVL 0.75
0.75

1.20
1.20

2.55
2.10
2.10

0.90
0.90

+0.60 PLINTH LVL OFFICE ANM ROOM

0.60
± 0.00 GROUND LVL.

SECTION
NISHANK Group
3,Shree Sakshi,Garden Colony,
Indira Nagar, Nashik - 422009
Tel: +91-253-2328182

DATE:
SCALE: N. T . S
ELEVATION & SECTION DRAWN BY: HA R SHA L

CHECKED BY: SUSHA NT