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1
Dr. Balasaheb Swant Konkan Krishi Vidyapeeth,
Dapoli - 415712 Dist. Ratnagiri
e-TENDER DOCUMENT
FOR CIVIL PLUMBING SANITARY WORKS ALONG WITH
ELECTRIFICATION AND FIRE FIGHTING
CONSTRUCTION OF MAIN BUILDING (Administrative Office,
Laboratory, Class Room and Seminar Hall etc.)
ALONG WITH ELECTRIFICATION
FOR COLLEGE OF HORTICULTURE AT MULDE
Tal. KUDAL Dist. SINDHUDURG
VOLUME I
VOLUME II
VOLUME III
TENDER NOTICE & CONDITION OF CONTRACT
SCHEDULE B
TECHNICAL SPECIFICATION AND ARCHITECTURAL
DRAWING
DR. B.S. KONKAN KRISHI VIDYAPEETH DAPOLI – 415712, RATNAGIRI
Tel. : 02358-282411, 282412 FAX : 02358-282074
ARCHICETS
GAJBAR AND ASSOCIATES
632 / C, SHIVAJI ROAD,
KOLHAPUR – 416 002.
Contractor
University Engineer
2
NAME OF WORK :
CONSTRUCTION OF MAIN BUILDING (ADMINISTRATIVE OFFICE,
LABORATORY, CLASS ROOM AND SEMINAR HALL ETC) ALONG
WITH ELECTRIFICATION FOR COLLEGE OF HORTICULTURE AT
MULDE TAL KUDAL DIST- SINDHUDURG
Price Rs. 25000/- ( Rupees Twenty Five Thousand Only per set )
Sr No
Issued to
---------------------------------------------------------------------------------------------UNIVERSITY ENGINEER
DR BALASAHEB SAWANT KONKAN KRISHI VIDYAPEETH DAPOLI
INDEX
Sr
No
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
Brief Description of Contents
Brief Tender Notice
Detailed Tender Notice & Qualifying Criteria
Affidavit of Contractor
Form B-1 Condition of Contract
Schedule A
Price escalation
Additional general Condition
Additional Condition for material to be brought by contractor
Special condition
Additional Specification
Quality Assurance and Maintenance
Scope of work
Schedule B – PART A - Civil, plumbing and Sanitary works and Fire
fighting works
Schedule B – PART B – Electrical works
Schedule C – Item wise specification
Forms of Stores
Theoretical requirement of materials buildings
Quality Control Test
Declaration of Contractor
Joint Venture with Sub Contractor
Bar Chart for Reference purpose
Drawings
Contractor
Page
From
4
11
34
40
69
73
75
94
97
100
145
147
152
To
9
21
38
68
72
74
92
95
98
143
145
148
192
193
234
290
296
301
308
309
233
288
294
300
303
308
309
University Engineer
3
BRIEF TENDER
NOTICE
Contractor
University Engineer
4
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Contractor
University Engineer
5
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dkgh '[email protected] vlY;kl R;kauh [kkyhy nqj/ouh Øekadkoj laiØ lk/kkok Sify Techonoligies Ltd.Nexttender
(India) Pvt.Ltd.On-020-25315555 mobile 9167969601/9167969604 Email:[email protected]
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Contractor
University Engineer
6
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Contractor
University Engineer
7
DR.BALASAHEB SAWANT KONKAN KRISHI VIDYAPEETH
DAPOLI-415712, DIST. RATNAGIRI
No.Dr.BSKKV/Works/
/2013
Date -
e - Tender Notice No. 3
On line E-Tender are here by invited in B-1 form ( in two envelope system) for the following work
from the registered civil contractors in appropriate class with Government of Maharashtra, Public works
department by the University Engineer, Dr. B.S.K.K.V. Dapoli. All blank tenders form will be issued by the
University Engineer, Dr.B.S.K.K.V. Dapoli The Qualification Criteria is included in the tender.
Sr
No
1
Name of the work
Construction of Main Building
(Admn. Office, Laboratory,
Class room, Library and
Seminar hall etc ) along with
electrification for College of
Horticulture at Mulde Tal.
Kudal
DistSindhudurg
(Second call)
Estimated cost
In Rs
13,63,47,748/-
Amount of
E.M.D.
In Rs
13,65,000/-
Period
Of
completion
Thirty six
Months
(Including
Mansoon)
Cost of ETneder
blank
tender
form in Rs
Registration
class of
Contractor
Rs 25000/-
Class
I
While dowenloading ablank tender form contractor / Firm should submit a certified true copy of Registration,
(Civil) Registration (Electrical) latest VAT certificate, Pan card, valid Sales tax registration number & clearance
certificate, Income tax certificate and list of works completed during last three years and list of work in hand under
Government or Semi Government departments. valid bank solvency certificate issued within 12 months to the extend of
not less than 20 % of the estimated cost, Works Contract Certificate, Partnership Deed, list of plant / Machinery , list of
Technical person. Contractor has to bring all original certificates along with him while purchasing a tender form. The
tenderer/firm has to submit an affidavit on stamp paper worth Rs 100 before Notary stating the tenderer is not black
listed in any of the department of Government and semi Government within a year.
The above works includes the electrification of the buildings and hence, the civil contractor who submits
the tender for the entire project should submit the documents of the electrical contractor Who have registered
their firm under Class (I) for the work of Sr No 1 from P.W.D Electrical Department. The work at Sr No 2 & 3
electrical contractor who have register their firm under Class (2 B) from P.W.D Electrical Department.
Therefore the civil contractor will have to enter into Partnership deed or Joint Venture agreement with electrical
contractor and will have produce while submitting the tender form as well as while the applying the blank tender
form. It is binding on the civil contractor to carryout the entire electrical work from the electrical contractor
who has made Partnership deed or Joint Venture with the civil contractor while submitting the tender
documents especially for the above works. The fire services included for work at Sr No 1 hence the said work is
to be exucted by authorized license holder agency from Director of Maharashtra fire Service in “D” class is
binding upon the Civil Contractor. Required all documents of registered license holder agency from Director of
Maharashtra fire Service is to be produced by the civil contractor while purchasing and submitting of tender
form. The tender form will be issued to the contractor / company or their authorized persons on verifications of
original documents the contractor should submit his request application for blank tender Its is compulsory to
complete the work in stipulated time which is mentioned in tender notice. Before downloading of the blank tender form
please see the general terms and conditions for this work.
Sd/UNIVERSITY ENGINEER
Contractor
University Engineer
8
TIME TABLE FOR e-TENDERING
Sr.No.
Contractor State
Date & Time From
Date & Time Upto
1.
Dr. B.S. Konkan Krishi
Vidyapeeth stage
To publish e-Tender
--
2.
--
Downloading e-Tender
11.9.2013
10.00 hrs
11.9.2013
10.00 hrs
11.9.2013
17.30 hrs
25.9.2013
17.30 hrs
3.
--
4.
Closing of sale for online
e-tenders
--
Preparation of
e-tenders
--
11.9.2013
10.00 hrs
30.9.2013
17.31 hrs.
1.10.2013
17.31 hrs
7.10.2013
17.31 hrs
14.10.2013
10.00 hrs
26.09.2013
15.00
30.9.2013
17.30 hrs
1.10.2013
17.30 hrs
07.10.2013
17.30 hrs
14.10.2013
17.30 hrs
14.10.2013
17.30 hrs
26.9.2013
17.30
5.
6.
7.
8.
Submission of
e-tenders
--
Opening of Technical
envelope
Opening of Commercial
envelope
Pre-tender meeting
--
Envelope/
Remarks
-Technical and
commercial
envelope
As above
As above
As above
Technical envelope
Commercial
envelope
1) The detila e-tender notice is available on the web site of Unveristy www.dbskkv.org from 10.9.2013
2) All eligiblile / Intrested contractors who want to participate in tendering process should compulsory get
enrolled on e-tendering portal Main Portal Maharashtra etenders.in & adf.maharashtra.etenders.in
and make a payment of Rs 1038/- online as service charges for use of Electronic tendering during on
line bid date Decryption and Reencryption stage of of the tender.
3) Contractors details for difficulties in submission of online tenders if any Sify Technotiges ltd
Nextenders( Indian ) Pvt Ltd on 020-25315555/25315556 (Pune) Or 022-26611117/26611287
(Extn. 25/26)
4) Tenders should submit the document related to tender online However, tenderes should submit
personally the earnest money in form of D.D., tender form fee in form of DD and Affidavite in original
one day before opening of the technical Bid otherwise tenderer cannot participate in e-tendering.
5) Other terms and condtion displayed in online e-tender form. Right to reject any or all online bid of work
withound assign any reason therof is reseverd.
6) Civil contractor should submit all required documents of Registerd Electrical and Fire Fighter
Contractr‟s while downloading of e-tender form.
Sd/University Engineer
Contractor
University Engineer
9
GENERAL CONDITIONS
1)
Demand draft of Earnest money deposit is to be drawn in favor of Dr.Balasaheb Sawant Konkan Krishi
Vidyapeeth, Dapoli, payable at Dapoli from State Bank of India, Bank of India, Central Bank of India,
Ratnagiri District Co-Op- Bank Dapoli. The Demand draft will be payable at Dapoli only otherwise tender will
not be opened.
2)
The tenderer should submit attested true copies of the all the documents prescribed in the tender notice and
tender form along with E.M.D in Demand draft form and contractor of should submit list of work done and
work in hand in Government and semi Government departments. The tendere/Firm has to submit an affidavit
on stamp paper worth Rs 100 before Notary stating the tenderer is not black listed in any of the department of
Government and semi Government within a year and detailed list of plant and machinery in envelope no 1 and
sealed tender in envelope No 2. Both the envelope shall put in separate seal envelope and any one of the
documents as specified in the tender notice failing to submit in envelope no 1 will be disqualifying to open his
envelope no 2. All the required documents to be enclosed in the envelope no 1 are mentioned in tender form
and also in tneder notice
3)
Only Government / Semi Government and local bodies work will be consider for qualification criteria.
4)
It is responsibility of the tendere to get verified his enclosed documents in envelope No 1 from the University
authorities. Its is absolutely compulsory be present in person or by authorized representation at the actual
location on schedule date and time of tenderer fails to be present at actual location the action taken by the
University is binding upon him and any complaints in this connection will be considered.
5)
A Partnership company or any company submitting the tender will have to submit a true copy of the
partnership deed or Join Venture along with the personal Photo/ Partners Photo. The Joint Venture Company
especially established for this work for a limited period with the intension to full fill registration requirement in
the tender competition and meeting certain requirements of the tender will not be considered for issuing the
blank tender form.
No exemption/concession of Earnest Money Deposit and Security Deposit is applicable in this University.
6)
7)
If holiday is declared on the last date of issue of tender or on the last date of submission of tender form, or the
opening of tender the tenders will be issued/received/ opened on the next working date at the same time.
8)
The Photo copies/ Zerox copies of the documents submitted along with the tender offer should be attested by
the gazzeted officer only.
9)
The accepted tenderer will have to execute an agreement bond on court fee stamp paper worth of Rs 100/regarding acceptance of terms and conditions
10)
The University reserves the right to reject any or all tenders without assigning any reason
11)
The following taxes will be deducted form the contrator‟s bill time to time
a) MVAT
2.00 %
b) Income tax
2.36 %
c) Labour Insurance
1.00%
d) Labour welfare sase 1.00 %
The contractor should compulsorily draw insurance policy of his labours and should submit the proof of that
effect. The contractor should note that if he fails to do so the amount of insurance premium will be deducted
from his bill as per Government rules. Only the Policy of Director of Insurance, Govt. of Maharashatra
Mumbai will be considered.
All necessary taxes levied by Government of India /Maharashtra will be deducted for the bills form time to
time
Further details can be had from the office of the University Engineer during the working hours.
12)
13)
Sd/UNIVERSITY ENGINEER
Dr. B. S. Konkan Krishi Vidyapeeth,
Dapoli
Contractor
University Engineer
10
TENDER DOCUMENTS
VOLUME - I
TENDER NOTICE & CONDITIONS OF
CONTRACT
Contractor
University Engineer
11
DR. BALASAHEB SAWANT KONKAN KRISHI VIDYAPEETH,
Dapoli - 415712, Dist. Ratnagiri
INVITATION FOR TENDER
e-Tenders in B-1 form on departmental design/Architect designed are invited for the following work,
from contractors Registered in appropriate class, by Government of Maharashtra, from class (I) and
above category and will be received in sealed covers, addressed to the University Engineer, Dr.
Balasaheb Sawant, Konkan Krishi Vidyapeeth, Dapoli,
Name of Work :
Construction of main building ( Administration Office, Laboratory, Class room
& Seminar hall etc.) along with Electrification for College of Horticulture at
Mulde, Tal-Kudal, Dist- Sindhudurg
(1)
Cost of each tender from
(2)
Estimated Cost of work
: Rs. 13,63,47,748/-
(3)
Earnest Money
: Rs. 13,65,000/-
(4)
Initial security deposit
: Rs. 34,08,693/-
(5)
Further security deposit to be deducted form bills
: Rs. 34,08,694/-
(6)
Last date and time upto which blank tender forms will be downlaodable dt. 25.9.2013 upto
17.30 hrs.
(7)
Pre-tender conference will be held on 26.9.2013 from 15.00 to 17.00 hours in the office of the
University Engineer, Dr. Balasaheb Sawant, Konkan Krishi Vidyapeeth, Dapoli.
(8)
Date and time of on line receipt of Tender : Dated 11.9.2013 to 30.9.2013 upto 17.30 hrs.
(9)
Probable date and time of opening of Technical Bid 07.10.2013 at 17.31 hrs.
(Envelope No 1 if possible)
(10)
Validity period : The offer of the contractor shall remain valid for 120 days from the opening of
Price Bid (Envelope No 2).
(11)
The tender notice shall be a part of the contractor agreement.
(12)
The tenders are invited on the Departmental design/Architect design.
(13)
The blank tender forms will be sold only to the registered contractors of appropriate category i.e.
Class (I) and above un production of original or attested copy of valid registration or renewal
certificate at the time of applying for issue of blank tender forms, otherwise Blank tender forms
will not be issued to them.
(14)
The tenderer, if firm or company shall in their forwarding letter mention the name 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 if any authorizing him to conduct transaction on behalf of the firm or company.
(15)
Right is reserved to revise or amend the contract documents fully or part thereof prior to the date
notified or amended for the receipt of tender. Such deviations / amendments if any shall be
communicated in the form of corrigendum or by a letter as may be considered suitable.
(16)
Right is reserved by the University to reject any or all tenders without assigning any reason
thereof.
Contractor
( Non Refundable )
: Rs. 25,000/-
University Engineer
12
2.
EARNEST MONEY:
2.1
Earnest Money of Rs. 13,65,000/- along with the tender should be in the shape of Demand draft
drawn in the name of Dr. Balasaheb Sawant, Konkan Krishi Vidyapeeth, Dapoli, on scheduled bank
as per tendered notice attached herewith will be accepted.
2.2
Valid Earnest Money exemption certificate will be accepted in lieu of earnest money deposit. The
tenderes who are exempted from payment of earnest money deposit should attach attested copy of
certificate from Government of Maharashtra regarding exemption from the payment of earnest
money. ( Point 2.2 is cancelled as per decision taken in C. D. C. meeting held on 24-1-96 )
2.3
Tender of those who do not deposit earnest money in one of the above acceptable forms shall be
summarily rejected.
2.4
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 dose not pay the security deposit in the prescribed time
limit and complete the agreement bond his earnest money deposit will be forfeited to Dr. Balasaheb
Sawant, Konkan Krishi Vidyapeeth, Dapoli.
TENDERING PROCEDURE.
Blank Tender Forms.
Tender Forms can be down loaded from the eTendering of Main Portal Maharashtra etenders.in
& adf.maharashtra.etenders.in after interring the details of payment towards Tender Fees as per
the Tender Schedule.
2.5 B PRE-TENDER CONFERENCE :
2.5.1
Pre-tender conference open to all prospective tenderers who have downloaded tender form before the
date of Pre-tender Conference, will be held at Dapoli on 26.9.2013 at 15.00 hrs to 17.30 hrs. in the
office of the University Engineer, Dr. B.S.K.K.V. Dapoli wherein prospective Tenderers will have
an opportunity to obtain clarifications regarding the work and the Tender Conditions.The prospective
tenderers are free to ask for any additional information or clarification either in writing or orally
concerning the work, and the reply to the same will be given by the University Engineer in writing
and this clarification referred to as common set of conditions shall form part of tender documents
and which will also be common and applicable to all tenderers. The point/points if any, raised in
writing and/or verbally by the contractor in pre-tender conference and benot 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 regards.
2.5.2
The tender submitted by the tenderer shall be based on the clarification, additional facility offered (if
any) by the Department, and this tender shall be unconditional. Conditional tenders will be
summarily REJECTED
2.5.3
All tenderers are cautioned that tenders containing any deviation from the contractual terms and
conditions, specifications or other requirements and conditional tenders will be treated as non
responsive. The tenderer should clearly mention in forwarding letter that his offer (in envelope No.
1&2) does not contain any condition, deviations from terms and conditions stipulated in the tender.
2.5.4
Tenderers should have valid unlimited class Digital Signature Certificate (DSC) obtained from any
Certifying Authorities. In case of requirement of DSC, interested Bidders should go to
http://mahrashtra.etenders.in/mah/DeigitalCerti.asp and follow the procedure mentioned in the
document „Procedure for application of Digital the Certificate‟.
Contractor
University Engineer
13
2.5.5
The Tenderers have to make a payment of Rs. 1038/- online as service charges for the use of
Electronic Tendering during Online Bid Data Decryption and Re-encryption stage of the Tender.
2.5.6
For any assistance on the use of Electronic Tendering System, the Users may call the below numbers :
Landline No.- 020-2531 5555 / 56
Landline No.- 022-2661-1117 / (Ext. 25/26)
Mobile No.- 91679 69601 / 04 / 14 /
For Office Contact - Phone number of Univrsity Engineer, Dr B.S.Konkan Krish Vidyapeeth Dapoli 02358/282411
(Ext 108) Moba- 9423921773 / 02358- 282039
2.5.7
Tenderers should install the Mandatory Components available on the Home Page of
http://maharashtra.etenders.in under the section „Mandatory Components‟ and make the necessary
Bowser Settings provided under section „Internet Explorer Settings‟.
A.
2.5.8
Pre-requisites to participate in the Tenders processed by University :
Enrolment and Empanelment of Contractors on Electronic Tendering System :
The Contractors interested in participating in the Tenders of University Dr B.S. K.K.V Dapoli
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
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 section E-Tendering Toolkit for Bidders on the Home page of the Electronic Tendering
System.
2.5.9
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- III ). 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 require 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 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 Authorised 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 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 Authorised User. The same procedure holds true for the Authorized Users in a Private/
Contractor
University Engineer
14
Public Limited Company. In this case, the Authorisation Certificate will have to be signed by the
Director of the Company or the Reporting Authority of the Applicant.
For information of the Process of application for obtaining Digital Certificate the Contractors may
visit the section Digital Certificate on the Home Page of the Electronic Tendering System.
3.1
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 require 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 form 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, contact the Helpdesk support Team
on information / guidance on the process of setting up the System.
5.
Payment for service Provider Fees :
In addition to the Tender Document Fees payable to PWD, the Contractors will have to pay Service
Providers Fees of Rs. 1,024/- through online payments gateway service available on Electronic
Tendering system For the list of options for making online payments, the Contractors are advised to
visit the link E-Payment Options under the section E-Tendering Toolkit for Bidders on the Home
Page of the Electronic Tendering System.
B.
Steps to be followed by Contractors to participate in the e-Tenders processed by PWD.
1.
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 bed response. The Contractors are advised to store the relevant
documents in the briefcase before starting the Bid Preparation and 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 document 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
University 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.
2.
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 University on the home page of e-Tendering Portal on
http://adf.maharashtra.etenders.in under the section Recent Online Tender.
Contractor
University Engineer
15
3.
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 online by filling up
details of Demand Draft owards the cost of tender form fee.
4.
Online Bid Preparation and submission of bid Hash (seal) of Bids
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 Bed Data is to be prepared in the templates provided by the Tendering
Authority of University. The templates may be either form based, extensible tables and / or
uploadable 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
case Uploadable document type of templates, the Contractors are required to select the relevant
document / compressed file (containing multiple documents) select the relevant document /
compressed file (containing multiple documents) already uploaded in the briefcase.
Notes:
a. The Contractors upload a single documents or a compressed file containing multiple documents
against each unloadable option.
b. The Hashes are the thumbprint of electronic data and are based o one – way algorithm. The Hashes
establish the unique identity of Bid Data.
c. The Bid hash values are digitally signed using valid class – II of Class III Digital Certificate issued
any Certifying Authority. The Contractors are required to obtain Digital Certificate in advance.
d. After the hash value of bed 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.
5.
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 completed
by the Contractors has lapsed, the Tender will be closed by the Tender Authority.
The Tender Authority from University Engineer shall generate and digitally sign the Super Hash
values (Seals)
6.
Decryption and Re-encryption of bids (submitting the Bids online):
After the time for generation of super hash values by the Tender Authority from University has
lapsed, the Contractors have to make the online payment of Rs. 1038/- towards the fees of the
Service Provider.
After making online payment towards fees of Services provider, the Contractors are require to
decrypt their bid data using their Digital Certificate and immediately re-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.
Contractor
University Engineer
16
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/re-encrypt the bid data/submit documents during the stage of decryption and Reencryption of bids (submitting the bids online).
7.
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.
8.
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 main portal Maharashtra etenders.in and adf.maharashtra.etenders.in immediately
after the completion of opening process.
9.
Tender Schedule (Key Dates):
The Contractors are strictly advised to follow the Date 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 enforces timelocks that ensure that no activity or transaction can take 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.
ENVELOPE No.1 (Document ) :
The first envelope Envelope No. 1 shall contain the following documents and as well mentioned in
details tender notice :
3.3(a) Demand draft for the amount of E.M.D. mentioned in Tender notice drawn in favour of
Dr. Balasaheb Sawant, Konkan Krishi Vidyapeeth, Dapoli. ( Payble at Dapoli)
3.3b
Valid certificate as a Registered Contractor with the Government of Maharashtra in appropriate class
as may be applicable in original or attested copy thereof (Attested by a Gazetted Officer)
3.3c
Sales Tax Registration Certificate in Form II, Rule 4 (1) as provided by Maharashtra State, Sales Tax
Act., (Maharashtra Act No. XXVI of 1989. The Maharashtra Sale Tax on transfer of property in
Goods involved in execution of works contract (Re-enacted Act, 1989) from the Sales Tax
Department of Maharashtra State, (in original or a copy duly attested by a Gazetted Officer). A
Zerox copy valid VAT registration certificate from Maharashtra State Sale Tax Department thereof
duly attested by the Gazetted Officer. (Maharashtra Value Added Tax Act 2005)
3.3d
The list of Machinery and plants immediately available with tenderer for use on this work and list of
machinery proposed to be utilized on this work, but not immediately available and the manner in
which it is proposed to be procured. (information to be given in Form – II on page No.
3.3e
Proof of appointment of employees including technical personnel by way of valid professional Tax
Registration certificate in form PT/R/ under section (1) of section 5 of Maharashtra Sales Tax on
Profession, Trade, Callings and employment Act, 1975, rule 3 (2) from the Professional Tax Officer
of the concerned District in Maharashtra. The Professional Tax Clearance Certificate with list of
Employees duly attested by Professional Tax Officer shall be enclosed.
3.3f
Latest undertaking within one year on stamped worth Rs. 100/- duly signed before the notary stating
there in that the contractor / firm is not black listed with any Govt. department should be submitted.
Contractor
University Engineer
17
3.3g
Details of work done during last three years with the value of work unfinished. (Information to be
given in Form No. V on Page No. 28.
3.3h.
Details of work of similar type and magnitude carried out by the contractor. (Information to be given
in proforma of Form No. III on Page No. 26
The Certificates should be signed by the Authority with whom the contractor has executed the work.
3.3i)
Details of list of works in hand and works tendered for. (Information to be given in proforma of
Form No. I on Page No 23 & 24
3.3j)
Details of Technical Personnel on the rolls of the tenderer. (Information to be given in proforma of
Form No. IV on Page No. 27.
3.3k)
Certified copy of Partnership Deed and power of Attorney, in case of a firm tendering for work.
(True copy attested by a Gazetted Officer.)
3.3l)
Valid Bank solvency certificate issued within 12 months to the extent of not less than 20% of the
estimate cost.
3.3m) Joint venture with sub contractors along with their bio-data like as Plumbing / sanitation contractor
and Electrical contractor.
3.3n)
QUALIFYING CRITERIA
(a)
To qualify for award of the contract, each tenderer in his name should have achieved an average
annual financial turnover (in all classes of civil engineering construction works only) of
Rs 10,22,60,586/- (Rupees Ten Corer twenty two lakhs sixty thousand five hundred eighty six
only) during last three years at the price level of 2011-12. (Information to be given only in Form No.
VI enclosed on Page 32
(b)
Satisfactorily completed as a prime contractor, atleast one similar work of Building Construction of
value not less than Rs 4,09,04,246 /- (Rupees Four corer nine lakhs four thousand two hundred
forty six only) at the price level of 2011-12. (Information to be given in Form No. III enclosed
herewith on Page 29
(c)
QUALIFYING CONDITION TO ELECTRICAL CONTRACTOR FOR ELECTRIFICATION
WORKS WILL HAVE TO ENTER PARTNERSHIP DEED OR JOINT VENTURE WITH CIVIL
CONTRACTOR
To qualify for award of the contract, each tenderer in his name should have achieved an average
annual financial turnover (in all classes of Electrical Engineering works only) of Rs 82,01,750/(Rupees Eighty Two Lakhs One Thousand Seven Hundred Fifty Only) during last three years at
the price level of 2011-12. (Information to be given only in Form No. VI enclosed on Page 29.
(d)
Satisfactorily executed in any one year, the following minimum quantities of work (Information to
be given only in Form No. VII enclosed herewith on Page 30 to 32 )
For Building
Civil work
i)
Plain & RCC concrete
ii)
TMT Steel bar reinforcement
iii)
Vitrified Tile Flooring
iv)
Pre-Colour coated/ G.I. sheet roofing
v)
Ceramic Tile flooring and dado
vi)
Laterite Masonry/Brick Works
vii)
Internal plaster
viii)
External plaster
ix)
Aluminium Window
Contractor
:
:
:
:
:
:
:
:
:
1220.00 Cubic meter
115.00 Metric tonne
1638.00 Square meter
300.00 Square meter
452.00 Cubic meter
260.00 Square meter
University Engineer
18
x)
Tubular / Hollow Structural Steel work
xi)
i)
ii)
iii)
Sanitary and Water supply work
40mm UPVC Pipe
63mm UPVC Pine
White glazed earthenware ware sink
600x450x200mm
Electrical Work
i)
Chiseling ( 32mm dia Pipe )
ii)
Casing & Capping
iii)
Wiring & Cabling – 2x1.5 Sq.mm
iv)
v)
vi)
vii)
viii)
Point Wiring
ix)
Light Fixtures fitting – T8
x)
EPABX / Telephone wiring
xi)
HVAC – Split AC 3 TR
xii)
Main LT Panel with all accessories
xiii)
Diesel Generator 15 KVA
xiv)
Lightning Arrestor
:
17.00 Metric tonne
:
:
225.00 Running Meter
:
20 Number
:
:
:
:
:
:
:
:
:
:
:
:
:
:
315.00 Numbers
210.00 Numbers
1.00 Number
3.00 Numbers
1.00 Number
1.00 Number
1.00 Number
(e)
Availability of project Manager having minimum qualification of B. E. (Civil) degree and not
less than five years experience of Diploma in civil engineering with not less than eight years of
experience and one site engineers with either B.E. (civil) degree with minimum 3 years
experience or Diploma in civil engineering with five years experience and other key personnel
with adequate experience of Building construction works experience as required. (Form No. IV
on page No 30) For execution of work as per specifications given in schedule B and C,
maintaining progress of work as per PERT chart of work, preparing the running accounts/final
bill with taking work done measurement and submitting periodically to this office as per
tendered conditions with concern Architect‟s Technical satisfaction certificate in prescribed
form.
Note 1 :
Financial turnover and cost of complete works of previous year shall be given linear weightage
of 10% per year on Rupee value to bring them at 2010-11 to 2012-13 price value.
Note 2 :
The necessary certificate as mentioned in qualification criteria from Sr. No. (a) to (c) are
required to be obtained from the officer not below the rank of Deputy Executive Engineer /
Divisional Accounts Officer. A copy of these certificate duly attested by a Gazetted Officer
along with availability of equipments for this work as mentioned in Sr No.3.3 d P. No20 shall be
put in Envelope No. 1 only. In absence of these certificates Envelope No. 2 (Financial Bid) shall
not be opened.
Note 3 :
From No. I to VII on Pages 26 to 35.
All these statements shall be filled in and signed properly. If these Forms are found incomplete,
incorrect, kept blank of wrongly filled, Contractor‟s Envelopes No. 2 (financial bid) will not be
opened and his offer will be summarily rejected.
Note 4:
The abstract of information in Form V on Page 31. (Form showing work done in all classes of
civil engineering construction works during last three years) shall be given in Form VI in the
proforma enclosed on page No 32 The abstracted Form (VI on page No. 32 ) need to be signed
by the tenderer or holder of this power of attorney.
(f)
Bidders who meet the minimum qualification criteria will be qualified only if their available bid
capacity is more than the total bid value. The available bid capacity will be calculated as under :-
Contractor
University Engineer
19
Assessed Available Bid Capacity = [(A x N x 2) – B]
Where,
A=
maximum value of civil engineering works executed in any one year as a prime contractor
during the last three years (updated to 2011-12) taking into account the completed works as
well as completed value of works in progress.
N=
Number of years prescribed for completion of the work for which bids are invited.
B=
Value as 2011-12 price level of existing commitments and ongoing works to be completed
during next 36 months (Period of completion of the work for which the bids are invited)
Note : The statement showing the value of existing commitments and ongoing work as well as the stipulated
period of completion remaining for each of the works listed should be countersigned by the officer
not below the rank of the Deputy Engineer / Divisional Accounts Officer.
3.3o)
The contractor shall submit an affidavit (as per format given on Page No… ) regarding
completeness, correctness and truthfulness of documents submitted in Envelope No. 1.
3.3p)
All the documents from Sr. No.3.3a) to 3.3. n) 1.4.12 shall be given by contractor in Envelope No. 1
correctly and completely, otherwise his Envelope No. 2 will not be opened.
Even though the Bidder meet the above qualifying criteria, they are subject to be disqualified if they
have made.
Misleading or false representations in the Statements attachments submitted in proof of the
qualification requirements.
And / or
Record of poor performance such as abandoning the works, not properly completing the contract,
inordinate delays in completion, litigation history or financial failures etc.
3.4 A
ENVELOPE No. 2 (Tender):
The second envelope clearly marked as Envelop No. 2 shall contain only the main tender including
the common set of conditions/stipulations issued by the University after per-tender conference. A
tender submitted without this would be considered as invalid. The tender should quote this offer duly
signed in terms of percentage of estimated rate at the appropriate place of tender document
( Page No ….) to be submitted only in Envelope No. 2. He should not quote this offer anywhere
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 University as informed to him by a letter from University Engineer after Pre-Tender
Conference. Any condition / conditions quote by the contractor / tenderer will not be accepted.
3.4
SUBMISSION OF TENDER
Refer to section guilde lines to bidders on the operation of Electronic Tendering system of Dr
Balasaheb Sawant Konkan Krishi Vidypaeeth Dapoli
3.5
OPENING OF TENDERS
On the date specified in the tender notice following procedure will be adopted for opening of the
tender.
Contractor
University Engineer
20
ENVELOPE No. 1
First of all, Envelope No. 1 of the tender will be opened to verify its contents as per requirements. If
the various documents contained in this envelope do not meet the requirements of the University, a
not will be recorded accordingly by the tender opening authority and the said tenderer‟s envelope
No. 2 will not be considered for further action but the same will be recorded.
ENVELOPE No. 2
This envelope shall be opened immediately after opening of Envelope No. 1 only, If the contents of
Envelope No. 1 are found to be acceptable to the University the tendered rate in schedule „B‟ or
percentage above/below the estimate rates shall then be read out.
3.6
ACCEPTANCE OF TENDER
3.6.1
The acceptance of tender may be communicated to the contractor by fax or email by University
Engineer
3.6.2
The successful tender will be required to produce to the satisfaction of the specified concerned
authority a valid and concurrent license issued in his favour under provisions of the contract labour
(Regulations and Abolition Act 1970) before starting the work. On failure to do so, the acceptance of
the tender is liable to be withdrawn and earnest money forfeited.
The tenderer whose tender is accepted will have to give an undertaking in writing to the effect that
he/they will pay the labours engaged on the work the wages as per Minimum Wages Act 1948
applied to the zone in which the work lies and act accordingly.
3.6.3
3.6.4
The contractor shall comply with the provisions of the Payment of Wages Act, 1936; Minimum
Wages Act, 1948; Employees Liability Act, 1938; Workmens compensation Act, 1961. The contract
Labour (Regulation and Abolition Act, 1979) and any modification therefore or any law relating
there to and rules made thereunder from time to time.
3.6.5
The contractor whose tender is accepted is required to note that no foreign exchange will be released
by the University.
The contractor will have to sign the original copy of the tender papers and the drawings according to
which the work is to be carried out. The contractor shall also have to give a declaration to the effect
that he has fully studied the plans, specifications, local conditions and availability of labour and
materials and that he has quoted his rates with the consideration to all these factors.
3.6.6
3.7
3.7.1
SECURITY DEPOSIT
The successful tenderer shall have to pay 50% security deposit in cash or in shape of Fixed Deposit
Receipt in favour of Comptroller, Dr. Balasaheb Sawant Konkan Krishi Vidyapeeth, Dapoli within
ten days including Govt. holiday of the acceptance of tender and complete the contract documents
failing which his earnest money will be forfeited to University. The balance 50% security deposit
will be recovered from the R.A. Bills at five percent of the bill amount.
3.7.2
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 his by University on any account and in the event of the
Security being reduced by reason of any such above noted deductions the contractor shall within ten
days of receipt of notice of demand from the Engineer-in-charge make good the deficit.
3.7.3
There shall be no liability on the University to pay any interest on the Security Deposited by or
recovered from the contractor.
3.7.4
The Security Deposit shall be refunded after completion of defect liability period prescribed for this
contract in accordance with the provisions in clauses 1 and 20 of the contract.
Contractor
University Engineer
21
3.8
Condition for payment of additional security deposit, if offer quoted by the tenderer is lesser
than 15% below the cost put to tender.
The contractor shall deposit an additional security deposit along with the security deposit as per
clause 3.7 within 10 days of acceptance of tender in the form of Bank guarantee, when the below
percentage quoted is more than 15% of cost put to tender.
The amount of security deposit shall be worked out as per following formula.
Additional Security
Deposit = Rs.
[ % rate quoted by the contractor – 15] x 10/100 × Rs. Tender cost /- (put to tender)]
100
If the contractor does not deposit this additional security deposit (if applicable) within stipulated time
then his earnest money deposit will be forfeited and his tender will not be considered for acceptance.
This additional security deposit shall be extendable upto expiry of valid extensions if any and it shall
be refunded along with the final bill, after satisfactory completion of work.
3.9
ISSUE OF FORMS:
Information regarding contract as well as blank tender forms can be downloaded from the
E-Tendering web site up on providing the detilas of payment of cost as detailed in the N.I.T.
3.10
TIME LIMIT :
The work is to be complete within time limit as specified in the N.I.T. which shall be reckoned from
the date of written order for commencing the work and shall be inclusive of monsoon period.
3.11
TENDER RATE:
No alteration in the form of tender and the schedule of tender and no additions in the scope of special
stipulation will be permitted. Rates quoted for the tender shall be inclusive of monsoon period and
rates quoted for the tender shall be binding on all storied of the building to the contractor.
3.12
TENDER UNITS :
The tenderers should particularly note the units mentioned in the Schedule “B” on which the rates
are based. No changes in the units shall be allowed. In the case of difference between the rates
written in figures and in words, the correct rate will be the one, which is lower of the two.
3.13
CORRECTION:
No corrections shall be made in the tender documents. Any corrections that are to be made, shall be
made by crossing the incurred portion and writing the correct portions above with the initials of
tenderer.
Contractor
University Engineer
22
BLANK PAGE
Contractor
University Engineer
23
FORM No. I
DETAILS OF LIST OF WORKS IN HAND AND WORKS TENDERED
FOR AS ON (DATE OF SUBMISSION OF BID)
NAME OF THE CONTRACTOR :
(1 ) WORKS IN HAND
Sr.
No.
Name of work
Agreement No.
Tendered
Amount
(Rs. in
lakhs)
1
2
3
4
Date of
commencemen
t
Stipulated
Date of
completion
5
6
Value of
work
already
done
(Rs. in
lakhs)
7
Ref. Page
Clause
Value of
balance
work
(Rs. in
lakhs)
Probable
date of
completi
on
Remarks
8
9
10
Contd. on next page
Contractor
University Engineer
24
(2) WORKS TENDERED FOR
Sr.
No.
Name of work
Name and Address
of client
1
2
3
Tendered
Amount
(Rs. in
lakhs)
4
Time limit
Probable Date When
decision in excepted
Other relevant details
if any
5
6
7
Note :- This is only a standard form. Details are to be furnished in this format in the form of typewritten statements
which shall be enclosed in envelope – 1
Contractor
University Engineer
25
FORM No. II
List of Plant and machinery Immediately Available with the Tenderer for this work ____________________________
______________________________________________________________________________________________.
Sr.
No.
1
Name of Equipment
No. of Units
Kind of make
Capacity
2
3
4
5
Age and
Condition
6
Present Location
Remarks
7
8
Note :- This is only a standard form. Details are to be furnished in this format in the form of typewritten statements which shall be enclosed in
Envelope No. 1
Contractor
University Engineer
26
FORM No. III
DETAILS OF WORKS SIMILAR TYPE AND MAGNITUDE
CARRIED OUT BY THE CONTRACTOR
Sr.
No.
Name of Work
1
2
Name and
address of the
organization from
whom the work
was done
3
Place and
Country
Agreement
No.
Date of
commencement
Tendered
cost
(In lakhs)
4
5
6
7
Total
cost of
work
done
(In lakhs)
8
Date of
Completion
Principle
Features
in brief
9
10
Note :- This is only a standard from. Details are to be furnished in this format in the form of typewritten statements which shall be enclosed
in Envelope No. 1
Contractor
University Engineer
27
FORM No. IV
STATEMENT SHOWING TECHNICAL PERSONNEL AVAILABLE WITH THE TENDERER
Sr.
No.
Designation
Name of Person
Qualification
Whether
working in
field or office
Experience of
execution of
similar work
1
2
3
4
5
6
Period for which
the person is
working with the
tenderer
7
Remarks
Note :- This is only a standard form. Details are to be furnished in this format in the form of typewritten statements which shall be enclosed in
Envelope No. 1
Contractor
University Engineer
8
28
FORM No. V
STATEMENT SHOWING WORK DONE IN ALL CLASSES OF CIVIL ENGINEERING
CONSTRUCTION WORK DURING LAST THREE YEARS
Sr.
No.
Name of Work
1
2
Amount
put to
Tender/
Tendered
cost
Agreement
No.
3
4
Date of
Commencement
5
Amount of work done during each
of last three years (Rs. in lakhs)
2010-11
2011-12
2012-13
6
7
8
Amount of
work still
remaining to
be executed
2013-14 (Rs.
in lakhs)
9
Grand Total :Outward No. and Date of Certificate issuing authority
in Envelope No. 1
Contractor
University Engineer
Remarks
10
29
FORM No. VI
STATEMENT SHOWING WORK DONE IN ALL CLASSES OF CIVIL / ELECTRICAL ENGINEERING
CONSTRUCTION WORK DURING LAST THREE YEARS (Abstract of Form No. V)
Sr.
No.
Name of Division
1
Amount put
to Tender/
Tendered
cost
(Rs. in lakhs)
Total No. of
Agreements
3
4
2
Amount of work done during each of last
three years (Rs. in lakhs)
2010-11
2011-12
2012-13
5
6
7
Total Amount
of work still
remaining to be
executed In
2013-14
(Rs. in lakhs)
8
Checked and found correct
Signature
Name ___________________________
University Engineer
Contractor
Signature
Name ___________________________
Assistant Engineer
University Engineer
Remarks
9
30
FORM No. VII
STATEMENT SHOWING QUANTITIES OF WORK EXECUTED IN ANY ONE YEAR DURING LAST THREE
YEARS
( FOR CIVIL WORKS )
Quantity of Item of work performed
Cement Concrete
Work
Year
PCC
TMT Steel
Bar
reinforcement
Laterite/
Vitrified
Ceramic
stone/
Tiles
Flooring
brick
flooring
& Dado
Masonry
& Dado
Internal
plaster
Remarks
PreTubular /
colour
Hollow/ Aluminum
External
coated Structural
window
Plaster
roof
steel
work
sheeting
work
RCC
2010-11
2011-12
2012-13
in Envelope No. 1
Contractor
University Engineer
(Indicate
Contract
reference)
31
FORM No. VII
YEARS
( FOR SANITARY AND PLUMBING WORKS )
Year
40 mm UPVC Pipe
63 mm UPVC
Pipe
White Glazed
Earthenware sink
(600x450x200mm)
Remarks
2010-11
2011-12
2012-13
in Envelope No. 1
Contractor
University Engineer
32
FORM No. VII
YEARS
( FOR ELECTRICAL WORKS )
Year
Chiseling
( 32.00
nm dia
pipe )
Chasing
and
capping
Wiring and cabling
2x1.5
Sq.mm
2x2.5
Sq.mm
2x4.0
Sq.mm
2x6.0
Sq.mm
2x10
Sq.mm
Point
Wiring
Light
HVAC Main LT
EPABX /
Diesel
Fixtures
- Split Panel with
Lighting Remarks
Telephone
Generator
fittingAC3
all
Arrestor
Wiring
15 KVA
T8
TR
accessories
2010-11
2011-12
2012-13
in Envelope No. 1
Contractor
University Engineer
33
BLANK PAGE
Contractor
University Engineer
34
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(Affidavit on Bond paper of Rs.100/-)
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[kksVh rlsp viw.kZ ekfgrh vk<GY;kl eh dk;ns’khj dk;Zokghl ik= vkgs o
jkghuda=kVnkjkph lgh
Contractor
University Engineer
35
APPENDIX
Definition and Interpretation
In the contract (as hereinafter defined) the following definitions works and expressions shall have the
meaning hereby assigned to them except where the context otherwise requires(a)
“University” means Dr. Balasaheb Sawant, Konkan Krishi Vidyapeeth through University Engineer
or his representative.
(b)
“University Engineer” means University Engineer of the Dr. Balasaheb Sawant, Konkan Krishi
Vidyapeeth, Dapoli or his representative.
(c)
“Architect” means every partner of the firm appointed for the works or in the event of their ceasing
to be architect for the work such other firm or persons as may be appointed by the University, as
architect of this work.
The Architect so appointed is required to obtain all necessary6 permissions viz. N.A. permission,
commencement certificate, completion certificates, certificates from all departments of Mumbai
municipal Corporation or related Government offices required for its lawful execution/occupation of
the work/building in question.
The contractor shall allow the Architect to inspect the works who will give directives to the
contractor through the University Engineer or his representative at the site during the progress of the
work to observe rules and regulation of the local authorities.
(d)
“Comptroller” means the Comptroller of the Dr. Balasaheb Sawant, Konkan Krishi Vidyapeeth,
Dapoli.
(e)
“Engineer-in-charge” means the Engineer who has been delegated the powers and authorities by the
University.
(f)
“Contract” means the conditions, specifications, list of drawings attached hereto and including those
to which only reference is made therein, priced bill of quantities, schedules of rates and prices (if
any) of the contract Agreement.
(g)
“Contractor” means the persons or persons, firm or company whose tender has been accepted by Dr.
Balasaheb Sawant, Konkan Krishi Vidyapeeth and includes the contractor‟s personal representative,
successors and permitted assigns.
(h)
“ Contract Price” means the sum names in the Tender subject to such additions thereto or deductions
there from as may be made in the provisions hereinafter contained.
(i)
“Constructional Plant” means all appliances or things of whatsoever nature required in or about the
executions plant or maintenance of the works or temporary works (as hereinafter defined) but does
not include materials or other things intended to for or forming part of the permanent work.
(j)
“Drawings” means the drawings referred to in the specification and modifications such drawings
approved in writing by the Architects with the written and such other drawings as may from time to
time be furnished by the Architects with the approval of the University.
(k)
Services of notice in writing or “Written Notice” means notice of a communication in written, typed
or printed character sent to the last known private or business address or registered office to which in
the ordinary course of post it would have been delivered.
(l)
“Site” means the lands and other places on/under/in or through the works are to be executed or
carried out and any other lands or places provided by the University for the purpose of the contract.
(m)
“Virtual Completion” means that the completion as in the opinion of the University is fit for
occupation in every respect including removal and scaffolding plant, surplus materials and rubbish
and cleaning of dirt from works and site.
Contractor
University Engineer
36
(n)
“Works” means all the works defined by bill of quantities, drawings, specifications and such other
works as the contractor may be entrusted with for executing with the contract.
(o)
“Act of Insolvency” means any of insolvency as defined by the Maharashtra Insolveny Act or any
amending statute.
(p)
“Site Order Book” means the order book which shall be maintained by the contractor at the site of
the work in which instructions shall be given to the contractor by the University as and when
necessary. These orders shall have to be assigned and complied by the contractor and nothing else
will be written on it. If the contractor wants to represent anything relating thereto, he can do so by
a separate letter.
(ON STAMP PAPER WORTH RUPEES 100/-)
MODEL FORM OF BANK GUARANTEE BOND
In consideration of the Dr.Balasaheb Sawant, Konkan Krishi Vidyapeeth (hereinafter referred to as
“the University”) having agreed to exempt………………. (hereinafter referred to as “the contractors”) from
depositing with the University in cash the sum of Rs. …………………….. (Rupees ………………………
……………only ) being the amount of Security Deposit payable by the Contractor to the University under
the terms and conditions of the Agreement, dated the ……………………………………………. day of
………………………………..and made between the University of the one part
and the Contractor
of the other part (hereinafter referred to as “the said Agreement”) for ……………………… as security for
due observance and performance by the Contractor to the terms and conditions of the said agreement on the
Contractor furnishing to the University. A Guarantee in the prescribed from of a Scheduled Bank of India
being in fact these presents in the like sum of Rs. ……………….. (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 University (a) Due performance and observance by the Contractor of terms, convents and conditions on the
part of the Contractor contained in the said Agreement, and;
(b)
Due and punctual payment by the Contractor to the University of all sums of money, losses,
damages, costs, charges, penalties and expenses payable to the University by the Contractor
under or in respect of the said agreement.
2.
Undertake to pay to the University on demand and without demur and not-withstanding and dispute
or disputes raised by the Contractors) in any suit or proceeding filed in any Court of Tribunals
relating thereto the said sum of Rs………………………….. (Rupees ……… …… …… … … … …
… … … … … … …………only) or such lesser sum as may demand by the University from us or
libility. Hereunder being absolute and unequivocal and agree that.
(a)
The guarantee herein contained shall remain in full force and effect during the substance of the said
Agreement and that the same will be continue to be enforceable till all the dues of the University
under or by virtue of the said Agreement have been duly paid and its claims satisfied or discharged
and till the University certifies that the terms and conditions of the said Agreement have been fully
properly carried out by the Contractor.
Contractor
University Engineer
37
(b)
We shall not be discharged or released from the eliability under this Guarantee by reason of(i)
Any change in the constitutions of the Bank or the Contractor; or
(ii)
Any agreement entered into between the University and the Contractor with or without our
consent;
(iii)
Any forbearance or indulgence shown to the Contractor
(iv)
Any variation in the terms convents 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.
(a)
Our liability hereunder shall be joint and several with that of the Contractor as if we were the
Principal debtors in respect of the said sum of Rs……………. (Rupees……………………………
… … … ……………………….. only) ; and
(b)
We shall not revoke this guarantee during its currency except with the previous consent in writing of
the University.
IN WITNESS WHEREOF THE COMMON SEAL OF
……………………………………………………………………… has been
Hereinto affixed this ……………………………………………………… day of
…………………………………………………………………………… 20
The Common Seal of ……………………………………. was persuant.
To the resolution of the Board of Directors
of the company dated the ………………………………………………………. Day
of …………………………………………... herein affixed in the present of
………………………………….. who in token thereof, have hereto set
Their respective hands in the presence of –
(1) ………………………………….
(2) …………………………………..
Contractor
University Engineer
38
DECLARATION OF THE CONTRACTOR
I / We hereby declared that I/We have make myself/ourselves thoroughly conversant
with the Subsoil conditions, the local conditions regarding weather and all material (such as
stones, murum, sand, etc.) and labour on which I/We have based my/our rates for this work.
The specification 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 University Engineer, Dr.Balasaheb Sawant,
Konkan Krishi Vidyapeeth, Dapoli or his duly authorised assistant before starting the work
and to abide by his decision.
Signature of the contractor
Contractor
University Engineer
39
FORM B-1
CONDITIONS OF
CONTRACTOR
Contractor
University Engineer
40
DR. BALASAHEB SAWANT KONKAN KRISHI VIDyAPEETH
DAPOLI, DIST. RATNAGIRI
FORM B-1
General Rules and Directions for the
Guidance of Contractors
1.
All work proposed to be executed by contract shall be notified in a form of invitation to tender pasted on a
board hung up in the office of the Dr.Balasaheb Sawant, Konkan Krishi Vidyapeeth, Dapoli and signed by the
University Engineer.
The form will state the work to be carried out as well as the date for submitting and opening tenders and the
time allowed for carrying out the work also the amount of earnest money to be deposited with the tender, and
the amount of the security deposit to be deposited by the successful tenderer and the percentage, if any, to be
deducted from bills. It will also state whether a refund of quarry fees, royalties, octroi dues and ground rents
will be granted. Copies of the specifications, designs and drawings and estimated rates, schedule of rates and
any other documents required in connection with the work shall be signed by the University Engineer for the
purpose of identification and also be open for inspection by contractors at the office of the Dr.Balasaheb
Sawant, Konkan Krishi Vidyapeeth, Dapoli, during office hours and also at the office of the Architects.
2.
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 the power of
attorney authorising him to do so.
3.
Receipts for payments made on account of any work when executed by a firm, shall also be signed by all the
partners accept where the contractors have described in their tender as a firm which case the receipts shall be
signed in the name of the firm by one of the partners, or by some other persons having authority to give
effectual receipts for the firm.
4.
Any person, who submits a tender, shall fill up the usual printed form including the column total according to
estimated quantities, starting at what percentage rates specified in schedule- B (memorandum showing items
of work to be carried out) he is willing to undertake each item of the work.
Tenders, which propose any alteration in the work specified in the said form of invitation to tender, or in .the
time allowed for carrying out the work, or which contain any other condition, will be liable to rejection. No
printed form of tender shall include in tender for more than one work, but if contractors wish to tender for two
or more works, they shall submit a separate tender for cach. Tenders shall have the name and number of the
work to which they refer written outside the envelope.
5.
The University Engineer or his duly authorised Assistant shall open tenders in presence of the Architect or
his duly authorised representatives and the contractors or their duly authorised representatives may also be
allowed to be present at the time of opening of the tender.
The University Engineer or his authorised assistant will enter the amount of the several tenders in a
comparative statement in a suitable form. In the event of a tender being accepted, the contractor shall for the
purpose of identification sign copies of the specifications and other documents mentioned herein. In the event
of a tender being rejected, the University Engineer will refund the amount of the earnest money deposited by
the contractor making the tender, on his giving a receipt for the return of the money.
6.
The officer competent to dispose of the tenders shall have the right of rejecting all or any of the tenders without
assigning any reason thereof.
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 biding on Dr. Balasaheb Sawant, Konkan Krishi Vidyapeeth unless it
is sign by the comptroller, Dr. Balasaheb Sawant, Konkan Krishi Vidyapeeth, Dapoli.
8.
The memorandum of work to be tendered for and the schedule -of materials to be supplied by Dr. Balasaheb
Sawant, Konkan Krishi Vidyapeeth and their rates shall be filled in and completed by the office of the
University 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 his
tender.
Contractor
University Engineer
41
9.
All work shall be measured net by standard measure and according to the rules and customs of the Public
Works and Housing Department without reference to any local custom.
10.
Under no circumstances shall any contractor be entitled to claim enhanced rates fur any item in this contract.
11.
Every contractor shall, unless exempted in writing Dr. Balasaheb Sawant, Konkan Krishi Vidyapeeth
concerned produce along with his tender a solvency certificate from the Collector of the District within which
he resides or a banker's certificate of his financial stability. If he fails to produce such a certificate, his tender
will not be considered.
12.
All corrections and additions or pasted slips should be initialed.
13.
The measurements of work will be taken according to the usual method in use in the Public Works and
Housing Department and no proposal to adopt alternative methods will be accepted. The Vice- Chancellor,
Dr.Balasaheb Sawant, Konkan Krishi Vidyapeeth's deision as to what is "the usual method in use in the Public
Works and Housing Department" will be final.
14.
The tendering Contractor shall furnish a declaration along with the tender showing all work 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.
15.
Every tenderer shall submit along with tender information regarding the income-tax circle or ward of the
district in which he is assessed to income-tax, .the reference to the number of the assessment and the
assessment year.
16.
In view of the difficult position regarding the availability of foreign exchange, no foreign exchange would be
released by the Dr. Balasaheb Sawant Konkan Krishi Vidyapeeth for the purchase of plant and machinery
required for the t:xecution of the work contracted for.
17.
The contractor will have to construct shed for storing controlled and valuable materials issued to him under
Schedule „A‟ of the agreement at the work site, having double locking arrangement. The materials will then
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.
The contractors shall also give a list of machinery in their possession and which they propose to use on the
works.
19.
Every unregistered contractor should furnish along with tender a statement showing previous experience and
technical staff employed by him.
20.
Successful tenderer will have to produce to the satisfaction of the accepting authority a valid and current
license issued in his favour under the provision of Contract labour (Regulation and Abolition Act, 1973)
before starting work failing which acceptance of the tender will be liable for withdrawal and earnest money
will be forfeited to University.
21.
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 a breach of the contract and the ViceChancellor, Dr. Balasaheb Sawant Konkan Krishi Vidyapeeth may in his discretion cancel the contract. The
contractor shall also be liable, for any pecuniary liability arising on account of any violation by him of the
provision of the Act.
Contractor
University Engineer
42
TENDER FOR WORKS
1.
I/We hereby tender for the execution for the Vice-Chancellor, Dr. Balasaheb Sawant Konkan Krishi
Vidyapeeth, (hereinbefore and hereinafter referred to as Dr. Balasaheb Sawant Konkan Krishi Vidyapeeth) of the work
specified
in
the
underwritten
memorandum
within
the
time
specified
in
such
memorandum
( …………………………………………………………….) percent Below/Above the estimated rates entered in
Schedule 'B' specifications, designs, Drawings and instruction in writing by the Architects in consulation with the
University hereof and in Clause 13 of the annexed condition of contract and agree that when materials for the work are
provided by the Dr. Ba1asaheb Sawant Konkan Krishi Vidyapeeth such materials and the rates to be paid for them
shall be as provided in Schedule 'A' hereto.
Opened by us on
(1)
Signature of the Contractor
(2)
(3)
MEMORANDUM
(a) Name of work Construction of main building ( Administration Office, Laboratory, Class room &
Seminar hall etc.) along with Electrification for College of Horticulture at Mulde, Tal-Kudal, DistSindhudurg
(b) Estimated Cost :
Rs.13,63,47,748=00
(c) Earnest Money :
Rs.
(d) Security Deposit :
Rs.
13,65,000=00
(i) Cash ( not less than the amount of earnest money )
(ii) To be deducted from current bills
Rs.
Rs.
34,08,693=00
34,08,684=00
(e) Security deposit of Rs…………………. In form of
Rs. ……………………………
bank guarantee of a Nationalised bank for the period of ……months.
Total
Contractor
Rs.
68,17,377=00
University Engineer
43
This percentage where
no security deposit is
taken, will very from 5
percent to 10 percent
according
to
the
requirements of the case
where Security deposit is
taken: See Note to
Clauses 1 of Conditions
of Contract.
(f)
Percentage, if any, to be deducted from bill so as to make up the total
amount required as security deposit by the time half the work, as measured
by the cost, is done 5 percent.
Give Schedule showing date
by which the various items
are to be completed.
(g)
Time allowed for the work from the date of written order to commence is
Thirty Six months. ( along with mansoon)
(2)
I/We agree that the offer shall remain open for acceptance for the minimum
period of 120 days from the date fixed for opening the same and thereafter
until it is withdrawn by me/us by notice in writing duly addressed to the
authority opening the tenders and sent by registered post A.D. or otherwise
delivered at the office of such authority D.D. No. ………………… Date
………………….. in respect to the sum of
Rs……………….… In
word ( Rupees ……………………… …………… ………) 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 University should
I/we fail to (i) abide by the stipulation to keep the offer open for the period
mentioned above or (ii) sign and complete the contract documents as
required by the Engineer and furnish the security deposit as specified in
item (d) of the memorandum contained in paragraph 1 above within the time
limit laid down in clause 1 of the annexed adjusted towards the security
deposit or refunded to me/us if he desired by me/us in writing, unless the
same or any part thereof has been forfeited as aforesaid.
(3)
I/We have secured exemption from payment of earnest money after
executing the necessary bond in favour of the Government, a true copy of
which is enclosed herewith, should any occasion for forfeiture of earnest
money for this work arise due to failure on my/our part to (i) abide by the
stipulations to keep the offer open for the period mentioned above or (ii)
since and complete the contract documents and furnish to security deposit as
specified in item (d) of the Memorandum contained in paragraph 1 above
within the time limit laid down in clause 1 of the annexed general
conditions of contract, the amount payable by me/us may at the option of
the University 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 if 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 whatever or otherwise.
(4)
Should this tender be accepted I/We hereby agree to abide by and fulfil and
the terms and provisions of the conditions of contract annexed hereto so far
as applicable; and in default thereof to forfeit and pay to Dr. Balasaheb
Sawant Konkan Krishi Vidyapeeth the sums of money mentioned in the said
conditions.
Contractor
University Engineer
44
* Amount to be specified
in words and figures.
Strike out (a) lot no cash
security deposit is to be
taken.
Receipt No. …………………… …Dated ………………………………….. … from
the Dr. Balasaheb Sawant Konkan Krishi Vidyapeeth, Dapoli in respect of the sum of
Rs. ………………………… is herewith forwarded representing the earnest money
(a) the full value of which is to be absolutely forfeited to Dr. Balasaheb Sawant
Konkan Krishi Vidyapeeth should I / we no deposit the full amount of security
deposit specified in the above memorandum in accordance with Clause I (A) of the
said conditions of contract otherwise the said sum of Rs. ………………… … shall
be refunded.
Contractor
: …………………………………………………………………….
………………………………………………………………………
………………………………………………………………………
Address :
………………………………………………………………………
………………………………………………………………………
Dated the …………………………………. Day of ……...................... 20…………..
*Signature of contractor before submission of tender
Witness
: …………………………………………………………………….
…………………………………………………………………….
Address :
………………………………………………………………………
………………………………………………………………………
Occupation
Signature of the officer by
whom accepted.
: …………………………………………………………………….
………………………………………………………………………
*Signature of witness to contractor‟s signature
The above tender is hereby accepted by me for and on behalf of the ViceChancellor, Dr. Balasaheb Sawant Konkan Krishi Vidyapeeth, Dapoli, Dist.
Ratnagiri.
University Engineer,
Dr. Balasaheb Sawant
Konkan Krishi Vidyapeeth,
Dapoli, Dist. Ratnagiri.
Contractor
University Engineer
45
Security Deposit
*This will be the same
percentage as that in the
tender at (e).
CONDITIONS OF CONTRACT
Clause 1 :
The person/persons whose tender may be accepted (hereinafter called the
contractor, which expression shall unless excluded by or repugnant to the context
include his heirs, Executors, administrators and assigns) shall (A) (Within one day
for a contract of Rs. l,000 or less or two days for contract of more than Rs. l,000 but
less than Rs. 2000 and so on upto a limit of ten days, which may be extended by the
Vice-Chancellor, Dr. Balasaheb Sawant Konkan Krishi Vidyapeeth concerned up to
fifteen days, if the Vice-Chancellor thinks it fit to do so for the contract of over Rs.
10,000 of the receipt by him of the notification of the acceptance of his tender)
deposit with the Engineer-in-charge (if deposited for more than 12 months) a 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 *per cent of all moneys so payable
such deductions to held by Dr.Balasaheb Sawant Konkan Krishi Vidyapeeth 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 per cent of the total estimated cost
of the work, it shall be lawful for Dr. Balasaheb Sawant Konkan Krishi Vidyapeeth
at the time of making any payment to the contractor for work done under the contract
to makeup the full amount of ………….. per cent by deducting a sufficient sum from
every such payment at 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 Dr.
Balasaheb Sawant Konkan Krishi Vidyapeeth 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 intrest arising there from, or from any sums which may by due or may become
due by Dr. Balasaheb Sawant Konkan Krishi Vidyapeeth to the contractor under any
other contract or transaction of any nature whatsoever in the event of his security
deposit being reduced by reason of any such deduction or sale as aforesaid, the
contractor shall, within ten days thereafter, make good in cash or Government
securities endorsed as aforesaid any sum or sums which may have been deducted
from or raised by the sale of his security deposit or any part thereof. The security
deposit referred to when paid in cash may, at the cost of the depositor, be converted
into interest bearing Securities provided that the depositor has expressly desired this
in writing. The Security Deposit will not be accepted in from of insurance Company
bonds.
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 amount. The amount of security deposit lodged by a contractor shall be refunded
on receipt of letter from contractor for the same after the expiry of three months from
the date on which the final bill is paid or after the expiry of the date up to which the
contractor has agreed to maintain the work is good order, whichever is later.
In case of Architect tender 50 per cent Security Deposit will be refunded after
3months from the date of payment of final bill on application from the contractor in
writing for the same. Remaining 50 per cent S.D. will be refunded after completion
of defect liability period satisfactorily.
The defect liability period for this work is 24 months. The defect liability period
starts from the date of completion of work
Contractor
University Engineer
46
Compensation for delay.
Clause 2
The time allowed for carrying out the work as entered in the tender or in the
requisition 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 the stipulated period of 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 Vice-Chancellor, Dr. Balasaheb Sawant Konkan Krishi
Vidyapeeth (whose decision in writing shall be final) may decide, of the amount of
the estimated cost of the whole work as shown in the tender for every day that the
work remains un-commenced, or unfinished, after the proper dates. And further to
ensure good progress during the execution of the work, the contractor shall be bound,
in all cases in which the time allowed for any work exceeds one month to complete.
**
25 per cent of the work in 1/4 the time of completion
** Note. - The quantity of the work to be done within a 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 contract after taking into consideration the
circumstances of each case and bide by the programme of detailed progress laid
down by the Engineer-in-charge.
In the event of the contractor failing to comply with this condition, he shall be
liable to pay compensation an amount equal to one per cent or such smaller amount
as the Vice-Chancellor, Dr. Balasaheb Sawant Konkan Krishi Vidyapeeth (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 per cent of the estimated cost of work as shown in the
tender.
Action when whole of
security deposit is
forfeited
Clause 3 :
In any case in which under any clause or clauses of this contract, the contractor
shall have rendered himself liable to pay compensation amounting to the whole of
his security deposit (whether paid in one sum or deducted by installments) or in the
case of abandonment of the work owing to serious illness or death of the contractual
or any other clause, the Engineer-in-charge on behalf of the Vice- chancellor,
Dr. Balasaheb Sawant Konkan Krishi Vidyapeeth shall have power to adopt any of
the following courses as he may deem best suited to the interests of Dr. Balasaheb
Sawant Konkan Krishi Vidyapeeth .
(a) To rescind the contract (of which recession notice in writing to the contractor
under the hand of the Engineer-in-charge shall be conclusive evidence) and in
that case the security deposit of the contractor, shall stand forfeited and be
absolutely at the disposed of Dr. Balasaheb Sawant Konkan Krishi Vidyapeeth.
(b) To carry out the work or any part of the work departmentally debiting the
contractor with the cost of the work, expenditure incurred on tools and plant and
charges on additional supervisory staff including the cost on work charged
establishment employed for getting the unexecuted part of the work completed
and crediting him with the value of the work done departmentally.
Contractor
University Engineer
47
In all respect in the same manner and at the same rates as if it has been carried
out by the contractor under the terms of his contract. The certificate of the
Engineer-in-charge as to the costs and other allied expenses so incurred and as to
the value of the work so done departmentally shall be final and conclusive
against the contractor.
(c) To order that the work of the contractor be measured up 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 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 the 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. The certificate of the
Engineer-in-charge 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
so to the value of the work so done shall be final and conclusive against the
contractor.
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 there before
actually performed by him under this contract unless and until the Engineer- incharge shall have certified in writing the performance of the such work and the
amount payable to him in respect thereof and he shall only be entitled to be paid
the amount so certified. In the event of either of the courses referred to in clauses
(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 contractors, the amount of excess shall be deducted from
any money due to the contractor by Dr. Balasaheb Sawant Konkan Krishi
Vidyapeeth under the contract or otherwise howsoever or from his security
deposit or the sale proceeds thereof provided however, that the contractor shall
have no claim against Dr. Balasaheb Sawant Konkan Krishi Vidyapeeth even if
the certified value of the work done departmentally or through a new contractor
exceeds the certified cost of such work and allied expenses provided always that
whichever of the three courses mentioned in clauses (a),(b) or (c) is adopted by
the Engineer-in-charge the contractor shall have no claim to compensation for
an, to sustained by him by reason of his having purchased or produced any
materials, or entered into any engagements, or made any advances on account of
or with a view to the execution of the work or the performance of the contract.
Clause 4 :
Action when whole progress
of any particular portion of
the work is unsatisfactory.
Contractor
If the progress of any particular portion of the work is unsatisfactory, the
Engineer-in-charge shall not withstanding that the general progress of the work is in
accordance with the conditions mentioned in clause 2, be entitled to take action under
clause 3 (b) after giving the contractor 10 days notice in writing. The contractor will
have no claim for compensation for any loss sustained by him owing to such action.
University Engineer
48
Clause 5:
Contractor remains liable to
pay compensation if action
not taken under clause 3 and
4.
Power to take possession of
or require removal of or sell
contractors plant
In any case which any of the powers conferred upon the Engineer-in-charge by
clauses 3 and 4 hereof shall have become exercisable and the same shall not have
been exercised the non-exercise thereof shall not constitute a waiver of any of the
conditions hereof and such powers shall notwithstanding be exercisable in the event
of any future case of default by the contractor for which 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 event of the Engineer-in-charge taking action under
sub-clause (a) or (c) clause 3, he may if he so desired, take possession of all or any
tools, 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 of the
work or any part thereof, paying of alowing for the same in account at the contract
rates, or In the case of contract rates not being applicable at current market rates, to
be certified by the Engineer-in-charge may after giving notice in writing to the
contractor his clerk of the works, foreman or other authorised 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 the contractor failing to comply with any
such requisition, the Engineer-in-charge may remove them at the contractor's
expense or self them by auction or private sale on account of the contractor and at his
risk in all respects and the certificate of the Engineer-in-charge as to the expense of
any such removal and the amount of the proceeds and expense of any such sale be
final and conclusive against contractor.
Clause 6 :
Extension of time
If the contractor shall desire an extension of the time for completion of the work
on the ground of his having been unavoidably hindered in its execution or on any
other ground, he shall apply in writing to the University Engineer before the
expiration of the period stipulated in the tender or before the expiration of 15 days
from the date on which he was hindered as aforesaid or on which the cause for asking
for extension occurred, whichever, is earlier and the Engineer- in-charge may, if in his
opinion, there are reasonable grounds for granting an extension, grant such extension
as he thinks necessary or proper. The decision of the Honorable Vice-Chancellor in
this matter shall be final.
Clause 6 (A) :
In case of delay in handing over the land required for the work due to unforseen
cases, the contractor shall not entitled for any compensation whatsoever from
University on ground that the machinery or labour for a certain period remain idle,
contractor may however apply for Extension of time limit which may be granted or
on the merit of the cases.
Clause 7 :
Final certificate
Contractor
On completion of the work, contractor shall send a registered notice to the
University Engineer giving the date of completion, and requesting University
Engineer, to get him a certificate of completion, but no such certificate shall be given
nor shall the work be considered to be complete until the contractors shall have
removed from the premises on which the work shall have been executed -
University Engineer
49
all scaffolding, surplus materials and rubbish, and shall have cleaned off the dirt
from all woodwork, doors, windows, walls, floor or other parts of any building in or
upon which the work has been executed, or of which he may have had possession
for the purpose of 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 measurements being binding and conclusive against
the contractor. If the contractor shall fail to comply with the requirements of this
clause as to the removal of scaffolding surplus materials and rubbish and cleaning of
dirt on or before the date fixed for the completion of the work the Engineer- incharge may at the expense of the contractor, remove such scaffolding, surplus
materials and rubbish and dispose off the same as he thinks fit and clean off such
dirt as aforesaid and the contractor shall forthwith pay an amount of the expenses so
incurred but shall have no claim in respect of any such scaffolding or surplus
materials as aforesaid except for any some actually realised by the sale thereof.
The work shall to be considered as completed until the University Engineer
certifies in writing that they have been virtually completed and the defect liability
period of twelve months shall commence from the date of such completion.
Clause 7 (A)
The contract shall not be considered as completed until a maintenance certificate
have been signed by the University Engineer stating that the works have been
completed and maintained to his full satisfaction is issued. The maintenance
certificate shall be given by the University Engineer upon the expiration of the
"Defect Liability Period" or as soon thereafter as any work ordered during such
period pursuant to Clause 7-A. (i) Thereof shall have been completed to the
satisfaction of the University and Architects and full effect shall be given to this
clause notwithstanding any previous entry on the works or the taking possession
working or using thereof or any part thereof by the University.
(ii)
The University shall not be liable to the contractor for any matter of things
arising out of or in connection with the contractor or the execution of the
works unless the contractor shall have made a claim in writing in respect
thereof before the issue of Maintenance Certificate under the clause.
(iii) Notwithstanding the issue of the Maintenance Certificate to the contractor (and
subject to sub-clause (ii) of this clause) the University shall remain liable for
the fulfillment of any obligation incurred under the provisions of the contract
prior to the issue of the Maintenance Certificate which remains performed at the
time such certificate is issued and for the purpose of determining the nature and
extent of such obligation the contract shall be deemed to remain in force
between parties hereto.
Clause 8
Payments on intermediate
certificate to be regarded as
advances.
Contractor
No payment shall be made for any works or on the requisition ordered estimated
to cost less then Rupees one thousand till after the whole of the work shall have been
completed and a certificate of completion given. But in the case of works estimated
to cost more than Rupees one thousand, the contractor shall on submitting a monthly
bill therefore be entitled to receive payment proportionate to the part of the work then
approved and passed by the Engineer-in-charge whose certificate of such approval
and passing and passing of the sum so payable shall be final and conclusive against
the contractor
University Engineer
50
All such intermediate payments shall be regarded as payments by way of
advance against the final payments only and not as payments for work actually done
and completed and shall not preclude the Engineer-in-charge from requiring any
bad, unsound, imperfect or unskillful work to be removed or taken away and
reconstructed or re-erected, not shall any such payment be considered as an
admission of the date performance of the contract or any part thereof in any respect
or the accruing of any claim not shall it conclude, determine, or affect in any other
way the powers of the Engineer-in-charge as to the final settlement and adjustment
of the accounts or otherwise, or in any other way very or effect the contract. The
final bill shall be submitted by the contractor within one month of the date fixed for
the completion of the work, otherwise the Engineer-in-charge's certificate of the
measurements and of the total amount payable for the work shall be final and biding
on all parties.
Clause 9
Payment at reduced rates on
account of items of work not
accepted as completed to be
at the discretion of the
Engineer-in-charge
The rates for saveral items of works estimated to cost more than Rs. l,000 agreed
to within shall be valid only when the item concerned is accepted as having been
completed fully in accordance with the sanctioned specifications. In cases where the
items of works are not accepted as so completed the Engineer-in-charge may make
payment on account of such items at such reduced rates as he may consider
reasonable in the preparation of final or on account bills.
Clause 10
Bills to be submitted monthly
A bill shall be submitted by the contractor each month on or before the date
fixed by Engineer-in-charge for all works executed 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 for as it is admissible, shall be
adjusted, if possible, within 10 days from the presentation of the bill. If the
contractor dose not submit the bill within the time fixed as aforesaid, the Engineerin-charge may depute a subordinate to measure up the said work in the presence of
the contractor or his duly authorised agent whose countersignature to the
measurement list shall be sufficient warrant, and the Engineer-in-charge may
prepare a bill from such list which shall be binding on the contractor in all respects.
Where the contract agreement is based on Architect's drawings the contractor, is to
submit his bills through the Architect.
Clause 11
Bills to be on printed forms
Contractor
The contractor shall submit all bills on the printed form to be obtained on
application at the office the Engineer-in-charge. The charges to be made in the bills
shall always be entered at the rates specified in the tender or in the case of any extra
work ordered in persuance of these conditions and not mentioned or provided for in
the tender, at the rates hereinafter provided for such work.
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Clause 12
Stores supplied by
Dr. Balasaheb Sawant
Konkan Krishi
Vidyapeeth
If the specification of estimate of the work provides for the use of any special
description of materials to be supplied from the store of Dr. Balasaheb Sawant
Konkan Krishi Vidyapeeth, 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 there for as hereinafter mentioned being so far as practicable
for the convenience of the contractor but not so as any way to control the meaning
or effect of this contract specified in the schedule or memorandum hereto annexed)
the contractor shall supplied with such materials and stores as may be required from
time to time be used by him for the purpose of the contract only, and the value of the
full quantity of the materials and stores so supplied shall be set off or deducted from
any sums then due. or thereafter to become due to the contractor, under the contract
or otherwise or from the security deposit or the proceeds of sale thereof if the
security deposit is held in Government securities, the same or a sufficient portion
thereof shall in that case be for the purpose. All materials supplied to the contractor
shall remain the absolute property of Dr. Balasaheb Sawant Konkan Krishi
Vidyapeeth, and shall on account be removed from the site of the work and shall at
all times be open to inspection by Engineer -in-charge. Any such materials unused
and in perfectly good condition at the time of completion or determination of the
contract shall be returned to the Dr. Balasaheb Sawant Konkan Krishi Vidyapeeth
store, if the Engineer-in-charge so required by a notice in writing given under his
hand but the contractor shall not be entitled to return any such materials except with
consent of the Engineer-in-charge and he shall have no claim for compensation on
account of any such materials supplied to him as aforesaid damage to any such
materials.
Clause 12 (A)
All stores of controlled materials such as cement, steel etc. supplied to the
contractor by Dr. Balasaheb Sawant Konkan Krishi Vidyapeeth should be kept by
contractor under double lock and key and will be accessible for inspection by the
University Engineer, or his agent, at all the time.
Clause 13
Works to be executed in
accordance with
specifications, drawings
order etc.
Contractor
The contractor shall execute the whole and every part of the work in the most
substantial and workman like manner, and both as regards materials and in every
other respect in strict accordance with specifications, The contractor shall also
conform exactly, fully and faithfully to the designs, drawing and instruction in
writing relating to the work signed by the Engineer-in-charge or his representative
and lodged in his office and to which the contractor shall be entitled to have access
for the purpose of inspection at such office or on the site of the work during office
hours. The contractor will be entitled to receive three sets of contract drawing and
working drawings as well as one certified copy of the accepted tender along with the
work order free of cost Further copies of the contract drawings and working
drawings. If required by him, shall be supplied at the rate as per actual per copy of
contract drawing and as per actual per copy of working drawing except where
otherwise specified.
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Clause 14
Alteration in specification
and designs not to
invalidate contracts
Rates for Works not
entered in estimate or
schedule of rates of the
contract.
The Engineer-in-charge shall have power to make any alteration in or additions to
the original specification, drawings, designs and instructions that may appear to him
to be necessary or advisable during the progress of the work, and the contractor shall
be bound to carry out the work in accordance, with any instructions in this
connection which may be given to him in writing signed by the Engineer-in-charge
and such alterations shall not invalidate the contract and any additional work which
the contractor may be directed to do in the manner above specified as part of the
work shall be carried out by the contractor on the same conditions in all respects on
which he agreed to do the main work, and at the same rates as are specified in the
tender for the main work. And if the additional and altered work includes any class of
work for which the rate is specified in this contract, then such class or work for shall
be carried out at the rates entered in the Schedule of Rates of the Division or at the
rates mutually agreed upon between the Engineer-in-charge and the contractor,
which ever are lower.
If the additional or altered work for which no rate is entered in the Schedule of
Rates of the Division is ordered to be carried out before the rates are agreed upon
than the contractor shall within seven days of the date of receipt by him of the order
to carry out the work, inform the Engineer-in-charge of the rate which it is his
intention to charge for such class of work. And if the Engineer- in-charge dose not
agree to this rate, he shall by notice in writing and at liberty to cancel his order to
carry out such class of work and arrange to carry out in such manner as he may
consider advisable, provided always that if the contractor shall commence work or
incur any expenditure in regard thereto before the rates shall have been determined
as lastly hereinbefore mentioned, then in such case he shall only be entitled to be
paid in respect of the work carried out or expenditure, incurred by him prior to the
date of the determination of the rate of aforesaid according to such rate or rates as
shall be fixed by the Engineer-in- charge. In the event of dispute, the decision of the
Vice-Chancellor. Dr. Balasaheb Sawant Konkan Krishi Vidyapeeth, will be final.
Where whoever the work is to be excuted according to the designs, drawing and
specifications recommended by the contractor and excepted by the Honourable ViceChancellor, Dr. Balasaheb Sawant Konkan Krishi Vidyapeeth the alternations above
referred, to shall be within the scop of such designs, drawings and specifications
appended to the tender.
Extension of time in
consequence of additions
/ alternations
The time limit for the completion of the work shall be extender in the proportion
that the increase in its cost occasioned by alternation or additions bears to the cost of
the original contract work and the certificate of the Engineer -in-charge as to such
proportion shall be conclusive.
Each requisition will be treated as separate item of works to be carried out in the
specified period.
Clause 15
No claim to pay any
payment or compensation
for alternation in or
restriction of work.
Contractor
(1) If at any time after the execution of the contract documents, in the University
Engineer (other than default of the part of the contractor for. which the
Dr. Balasaheb Sawant Konkan Krishi Vidyapeeth is entitled to rescind the
contract) desires that the whole or any part of the work specified In the tender
should be suspended for any period or that the whole or part if the work should
not be carried out at all he shall give to the contractor a notice
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in writing of such desire and upon the receipt of such notice the contractor shall
forthwith suspended or stop the work wholly or in part as required after having
due regard to the appropriate stage at which the work should be stopped or
suspended so as not to cause any damage or injury to the work already done or
endanger the safety thereof provided that the decision of University Engineer as
to the stage at which the work or any part of it could be or could have been
safely stopped or suspended shall be final and conclusive against the contractor.
The contractor shall have no claim to any payment or compensation whatsoever
by reasons of or in pursuance of any notice as aforesaid, on account of any
suspension, stoppage or curtailment of work except to the extent specified
hereinafter.
(2) Where the total suspension of work ordered as aforesaid continued for a
continuous period exceeding 45 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 10 days prior notice in writing
within 30 days of the expiry of the said period of 45 days of such intention and
requiring to record the final measurements of the work already done and to pay
the final bill. Upon giving such notice the contractor shall be deemed to have
been discharged from his obligation to complete the remaining unexecuted
work under this contract. On receipt of such notice, the University Engineer
shall proceed to complete measurement and make such payments as may be
finally due to the contractor within the period of 45 days from the receipt of
such notice with respect to 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 the clause.
No claim to compensation
on account of loss due to
delay in supply of
materials by University
(3) Where the University Engineer requires the contractor to suspend the work for a
period in excess of 30 days at any time or 45 days in the aggregate the contractor
shall be entitled to apply to the University within 30 days of the resumption of
work after such suspension for payment of compensation to the extent of
pecuniary loss suffered by him with respect to 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 with respect to any such working
machinery, salary or wages for the first 30 days whether consecutive or in the
aggregate of such suspension or with respect to any suspension whatsoever
occasioned by unsatisfactory work or any other default on his part. The decision
of the University in this regard shall be final and conclusive against the
contractor.
(4) In the event of:(i)
(ii)
(iii)
Contractor
Any total stoppage of work on notice from the University Engineer under
sub-clause (i) in that behalf;
Withdrawal by the contractor from the contractual obligations to
complete the remaining unexecuted work under sub-clause (2) on
account of continued suspension of work for a period exceeding 45 days.
Curtailment in the quantity of items originally tendered on account of any
alteration. Omission or substitution in the specifications, drawings,
designs or instructions under clause 14 (I) where such curtailment
exceeds 25 percent in quantity and the value of the quantity curtailed
from the tender is more than Rs.5000/-
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It shall be open to the contractor, within 60 days from the service of (i) the
notice or stoppage of work or (ii) The notice of withdrawal from the contractual
obligations under the contract on account of the continued suspension of work or (iii)
Notice under Clause 14 (i) resulting in such curtailment to produce to the University
Engineer satisfactory documentary evidence that he had purchased or agreed to
purchase material for use in the contracted works before receipt by him of the notice
of stoppage, suspension for curtailment and require the Government to take over on
payment such material at the rates determind by the University Engineer,
Dr. Balasaheb Sawant Konkan Krishi Vidyapeeth shall thereafter take the material so
offered, provided the quantities offered, are not in excess of the requirement of the
unexecuted work as specified in the accepted tender, and are of quality and
specification approved by the University Engineer.
Clause 15 (A)
No claim to compensation
on account of loss due to
delay in supply of
materials by Dr. Balasaheb
Sawant Konkan Krishi
Vidyapeeth.
The contractor shall not be entitled to claim any compensation from Dr. Balasaheb
Sawant Konkan Krishi Vidyapeeth for the loss suffered by him on account of delay by
Dr. Balasaheb Sawant Konkan Krishi Vidyapeeth in the supply of materials entered in
schedule 'A' where such delay is caused by(i)
(ii)
(iii)
(iv)
Difficulties relating to the supply of railway wagons.
Force measure.
Act of God.
Act of enemies of the state or any other reasonable cause beyond the
control of Vidyapeeth.
In the case of such delay in the supply of materials Vidyapeeth shall grant such
extension of time for the completion of the works as shall appear to the University
Engineer to be reasonable in accordance with the circumstances of the case. The
decision of the Engineer in case of time shall be accepted as final by the contractor.
The limit for unforeseen
claims
Clause 16
Under no circumstances whatever shall the contractor be entitled to any
compensation from Dr. Balasaheb Sawant Konkan Krishi Vidyapeeth on any account
unless the contractor shall have submitted a claim in writing to the Engineer-incharge within one month of the cause of such claim occurring.
Action and compensation
payable in case of bad
works.
No. PWD resolution CAT /
1087/CR-94 Bldg. 2, dt.
14.6.89
Contractor
Clause 17
If at any time before the security deposit is refunded to the contractor, it shall
appear to the Engineer-in-charge or his subordinate in-charge of the work, that any
work has been. executed with unsound, imperfect or unskillful workmanship or with
materials or inferior quality, or that any materials or articles provided by him for the
execution on the work are unsound, or of a quality inferior to that contracted for or
are otherwise not in accordance with the contract it shall be lawful for the Engineerin-charge to intimate this fact in writing to the contractor and than notwithstanding
the fact of the work, materials or articles complained of may have been inadvertently
passed, certified and paid for the contractor shall be bound forthwith to rectify or
remove and reconstruct the work so specified in whole or in part, as the case may
require, or if so required, shall remove the materials or articles so specified and
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55
provided other proper and suitable materials or articles at his own charge and cost
and in the event of his failing to do so within a period to be specified by the
Engineer-in-charge in the written intimation, aforesaid the contractor shall reliable
to pay compensation at the rate of one per cent on the amount of the estimate for
every day not exceeding ten days, during which the failure so continues, and in the
case of any such failure the Engineer-in-charge may rectify or remove and reexecute the work or remove and replace the materials or articles complained of as
the case may be at the risk and expense in all respects of the contractor. Should the
Engineer-in-charge consider that any such inferior work or materials as described
above may be accepted or made use of, it shall be within his discretion to accept the
same at such reduced rates as he may fix there for.
Clause 17 (A)
Maintenance and repairs
of the road during
guaranteed period
If the contractor fails to maintain and keep in proper condition and repair the
surface of the buildings, roads etc. during the stipulated period of contract/twelve
months after the completion of the work whichever is latter the Engineer-in-charge
shall be entitled to carry out the necessary repairs departmentally at the cost of the
contractor. The decision of the Engineer-in-charge as to the amount of the expenses
incurred in carrying out the repairs shall be final and biding on the contractor. The
Engineer-in-charge entitled to appropriate the whole or any part of the security
deposit towards the expenses if any, incurred by him in repairing the surface.
Clause 18
Works to be open to
inspection.
Contractor or responsible
Agent to be present
All works under or in course or execution or executed in pursuance of the
contract shall at all times be open to inspection of the Engineer-in-charge and
supervision of the Engineer-in-charge and his subordinate 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-charge or his subordinate to visit the works
shall have been given to the contractor, either himself be present to receive orders
and instruction, or have a responsible agent duly accredited in writing present for
that purpose. Orders given to the contractor duly authorised agent shall be
considered to have the same force and effect as if they had been given to the
contractor himself.
The instruction given to the contractor by the University Engineer or his
representative at site for obtaining necessary certificates from the local or such other
authorities for the lawful execution of the work in progress.
Clause 19
Notice to be given before
work is covered up
Contractor
The contractor shall give not less the five days notice in writing to the
Engineer-in-charge or his subordinate in charge of the work before covering up or
otherwise placing beyond the reach of measurement any work in order that the same
may be measured, and correct dimensions thereof taken before the same is so
covered up or placed beyond the reach of measurement and shall not cover up or
place beyond a 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 the reach of measurement without such notice having been
given or consent obtained the same shall be uncovered at the contractor's expense,
and in default thereof no payment or allowance shall be made for such work or for
the materials with which the same was executed.
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Clause 20
Contractor liable for
damages done and for
imperfection
PWD Resolation No.
CAT/1087/CR/94/ Building
– 2. Dated 14-6-1989
If the contractor for his workmen or servant shall break, deface, injury or
destroy any part of a building in which they may be working or may building, road,
fence, enclosure or grass land or cultivated ground continuous to the premises on
which the work or any part thereof is being executed, for if any damage shall be
done to the work, while it is' in progress for any cause whatever or if any
imperfections become apparent in it within three months of the grant of a certificate
of completion, final or otherwise by the Engineer-in-charge, the contractor shall
make good the same at his own expense, or in default the Engineer-in-charge may
cause the same to be made good by other workmen and deduct the expenses (of
which the certificate of the Engineer-in-charge shall be final) from any sums that
may then be due or may thereafter become due to the contractor, or from his
security deposit for the portion thereof.
Clause 21
Contractor to supply plant
ladders, scaffolding etc.
And it is liable for damages
arising from nonprovisions of lights,
fencing etc.
The contractor shall supply at his own cost all material (except such special
materials if any as may in accordance with the contract, be supplied from the
Dr. Balasaheb Sawant Konkan Krishi Vidyapeeth) plant/store appliances
implements, ladders, cordage stackle, scaffolding and temporary work requisite or
proper for proper execution of the work whether included in the original altered or
substituted from and whether included in the specifications, or other documents
forming part of the contract or refered 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 carriage therefore to
and from the work. The contractor shall also supply without charge the requested
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 of the work or the materials failing this the same may be
provided by the Engineer-in-charge at the expenses of the contractor and the
expenses may be deducted from any money due to the contractor under contract or
from his security deposit or the proceeds of sale thereof, or of a sufficient portion
thereof. The contractor shall provide all necessary fencing and light required to
protect the public from accident and shall also be bound to bear the expenses of
defence of every suit, action or other legal proceedings that may be brought by any
person for injury sustained owing to neglect of the above precautions and to pay any
damages and costs which may be awarded in any such suit, action or proceedings to
any such person or which may with the consent of the contractor be paid for
compromising any claim by any such person.
List of machinery in contractor's possession and which they propose to use on the
works should be submitted along with tender.
Clause 21 (A)
The contractor shall provide suitable scaffolds and working platforms, gangways
and stairways and shall comply with the following, regulations in connection therein:
(a) Suitable scaffolds shall be provided for workmen for all works that cannot be
safely done from a ladder or by other means.
Contractor
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(b) A scaffold shall not be constructed taken down or substantially altered except(i) Under the supervision of Competent and responsible person and
(ii) as far as possible competent workers possessing adequate experience in
this kind of work.
(c)
All scaffolds and appliances connected therewith and all ladders shall.(i) be of sound material;
(ii) be of adequate strength having regard to the loads and strains to which
they will be subjected; and
(iii) be maintained in proper conditions.
(d) Scaffolds shall be so constructed that no part thereof can be displaced in
consequence of normal use.
Contractor
(e)
Scaffolds shall not be over loaded and so far as practicable the load shall be
evenly distributed.
(f)
Before installing lifting gear on scaffolds special precautions shall be taken to
ensure the strength and stability of the scaffolds.
(g)
Scaffolds shall be periodically inspected by a competent person.
(h)
Before allowing a scaffold to be used by this workmen the contractor shall
whether the scaffold has been erected by his workmen or not, takes steps to
ensure that it compiled 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 for as practicable risks of persons tripping or slipping;
and
(iii) be kept free from any unnecessary obstruction.
(j)
In the case of working platforms, gangways working places and stairways at a
exceeding height 3 meters (to be specified).
(i)
every working platform and every gangway shall be, closely boarded
unless other adequate measures are taken to be ensure safety;
(ii)
every working platform and gangway shall have adequate width;
(iii)
every working platform and gangway, working place and stairway shall
be suitably fenced.
(k)
Every opening in the floor of a building or in a working platform shall, except
for the time and to the extent required to allow the access of persons or the
transport or shifting of materials be provided with suitable means to prevent the
fall of persons or materials.
(l)
When persons are employed on a roof where there is a danger of falling from a
height exceeding 3 meters suitable precaution shall be taken to prevent the fall
of persons or materials, (to be prescribed).
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58
(m) Suitable precautions shall be taken to prevent persons being struck by articles
which might fall from scaffolds or other working places.
(n)
Safe means of access shall be provided to all working platforms and other
working places.
(o) The contractor (s) will have to make payments to the labourers as per minimum
wages Act, 1948
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 shackle, including their attachments, anchorages and
supports shall.(i) Be of good mechanical construction, sound, material and adequate strength
and free from patent defect etc.; and
(ii) Be kept in good repair and in good working order,
(b) Every rope used in hoisting or lowering materials or as a means of suspension
shall be of suitable quality and adequate strength and free from patent defect.
(c)
Hoisting machines and shackle shall be examined and adequately tested after
erection on the site and before use and be re-examined in position at intervals to
be prescribed by the Dr. Balasaheb Sawant Konkan Krishi Vidyapeeth.
(d) Every chain, ring, hook, shackle swivel and pulley block used in hoisting or
lowering materials or as a means of suspension shall be periodically examined.
Contractor
(e)
Every crane driver or hoisting appliance operator shall be properly qualified.
(f)
No person who is below the age of 25 years shall be in control of any hoisting
machine, including any scaffold which, or give signals to the operator.
(g)
In the case of every hoisting machine and of every chain, ring, hook, shackle,
swivel and pulley block used in hoisting or lowering as a means of suspension
the safe working load shall be ascertained by adequate means.
(h)
Every hoisting machine and all gear referred to in the proceeding regulation
shall be plainly marked with the safe working load.
(i)
In the case of a hoisting machine having a variable safe working load each safe
working load and the conditions under which it is applicable shall be clearly
indicated.
(j)
No part of any hoisting machine or of any gear referred to in regulation (g)
above shall be loaded beyond the safe working load except for the purpose of
testing
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(k)
Motors, gearing, transmissions, electric wiring and other dangerous part of
hoisting appliance shall be provided with efficient safeguards.
(l)
Hoisting appliances shall be provided with such means as will reduce to a
minimum the risk of the accidentally descent of the load.
(m) Adequate precautions shall be taken to reduce to minimum the risk of any part of
suspended load becoming accidentally displaced.
Clause 22
Measure for prevention of
fire.
The contractor shall not set fire to any standing jungle trees, brushwood or grass
without a written permit from the Engineer-in-charge.
When such permit is given and also in all cases when destroying cut of dug up
trees brushwood, grass, etc. by fire the contractor shall take necessary measures to
prevent such fire spreading to or otherwise damaging surrounding property.
The contractor shall make his own arrangements for drinking water of labour
employed by him. He shall also make his own arrangement for temporary housing
with all necessary services for the labour employed by him on the work.
Clause 23
Liability of contractor for
any damages in or outside
work area
Compensation for all damages done intentionally or unintentionally by
contractor's labour whether in or beyond the limits of Vidyapeeth property including
any damage caused by-the spreading of fire mentioned in clause 22 shall be
estimated by the Engineer-in-charge or such other officer as he may appoint and the
estimates of the Engineer-in-charge subject to the decision of the Vice-Chancellor,
Dr. Balasaheb Sawant Konkan Krishi Vidyapeeth on appeal shall be final and the
contractor shall be bound to appeal 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 I or deducted by the Engineer-in-charge from any
sums that may be due or become due from Dr. Balasaheb Sawant Konkan Krishi
Vidyapeeth 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 by him owing to
neglect of precautions to prevent the spread of fire and he shall pay any damages and
cost that may be awarded by the Court in consequence.
Clause 24
Employment of female
labour
The employment of female labourers on works in the neighborhood of soildiers
barracks should be avoided as far as possible.
Clause 25
Works on Sundays
Contractor
No work shall be done on a Sunday without the sanction in writing of the
Engineer-in-charge.
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Work not to be sublet
Contractor may be
rescinded and security
deposit forfeited for
subletting it without
approval or for bribing a
public officer or if
contractor becomes
insolvent.
Clause 26
The contract shall not be assigned or sublet without the written approval of
the Engineer-in-charge. And if the contractor shall assign or sublet his contract / or
attempt so to do or became insolvent or commence any proceeding to get himself
adjudicated and insolvent or make any composition with creditors, or attempt so to
do or it any bribe, gratuity, gift, loan, perquisite, reward, or advantage, pecuniary or
otherwise shall either directly or indirectly be given, promised, or offered by the
contractor or any of his servants or agents any public officer by the contractor,
employment of Dr. Balasaheb Sawant Konkan Krishi Vidyapeeth in any way relating
to his office or employment or of any such officer or person shall become in any way
directly or indirectly interested in contract, the Engineer- in-charge may thereupon by
notice in writing rescind the contract and the security deposit of the contractor shall
thereupon stand forfeited and be absolutely at the disposal of Dr. Balasaheb Sawant
Konkan Krishi Vidyapeeth, and the same consequences shall ensure as if the contract
had been rescinded under clause 3 hereof and in addition the contractor shall not be
entitled to recover or be paid for any work therefore actually performed under the
contract.
Clause 27
Sum payable by way of
compensation to be
considered as reasonable
compensation without
reference to actual loss.
All sums payable by a contractor by way of compensation under any of
these conditions shall be considered as reasonable compensation to be applied to the
use of Dr. Balasaheb Sawant Konkan Krishi Vidyapeeth without reference to the
actual loss of damage substained and whether any damage has or has not been
substained.
Clause 28
Changes in the constitution
of a firm to be notified.
In the case of tender by partners any change in the constitution of a firm
shall be forthwith notified by the contractor to the Engineer-in-charge for his
information.
Clause 29
Works to be under
direction of University
Engineer.
All works to be executed under the contract shall be executed under the
direction and subject to the approval in all respects of the University Engineer of the
Dr. Balasaheb Sawant Konkan Krishi Vidyapeeth for the time being, who shall be
entitled to direct at what point or points and in what manner they are to be
commenced and from time to time carried on.
Clause 30
Decision of Vice –
Chancellor Dr. BS Konkan
Krishi Vidyapeeth to be
final
Contractor
(1) Except there otherwise specified in the contract and subject to the powers
delegated to him by Dr. Balasaheb Sawant Konkan Krishi Vidyapeeth under
the code rules then in force the decision of the Dr. Balasaheb Sawant
Konkan Krishi Vidyapeeth for the time being shall be final conclusive and
binding on all parties to the contract upon all questions relating to the
meaning of the specifications, designs, drawings and instructions herein
before mentioned and as to the quality of workmanship or material used
University Engineer
61
on the work or as to any other question claim, right, matter or thing whatsoever,
if any way arising, out of or relating to the contract, designs, drawings,
specifications, estimates, instruction, orders or these conditions or otherwise
concerning the work, 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 Vice-Chancellor of the Vidyapeeth as appeal against it to the Executive
Council of the Vidyapeeth as provided under section 31 (28) of Maharashtra
Agriculture Universities Act,1983 with respect to the contract, work of project
provided that :(a) The accepted value of the contract exceeds Rs. 10 lakhs (Rupees Ten lakhs)
only.
(b) Amount of claim is not less than Rs. l.00 lakh (Rupees one lakh) only.
The Executive Council, if convinced the prima facie the contractor's claim
rejected by the Vice-Chancellor is not frivolous and there is some substance in that
claim of the contractor as would merit a detailed examination and taken an
appropriate decision thereon as it deems fit necessary in the interest of the University
by recording reasons therefore in writing. Notwithstanding any thing in the above,
the Executive Council may, if it is felt necessary, call for the consideration opinion of
the Superintending Engineer, Public Works Circle, Ratnagiri and may take it into its
consideration while arriving at its decision as if deems fit as above.
Clause 31
Stores of European or
American manufacture to
be obtained from Dr. B.S.
Konkan Krishi Vidyapeeth
The contractor shall obtain from the Dr. Balasaheb Sawant Konkan Krishi
Vidyapeeth stores and articles of European or American manufacture which may be
required for the work or any part thereof or in making of any articles required
therefore in connection unless he has obtained permission in writing there from the
Engineer-in-charge to obtained such stores and articles elsewhere. The value of such
stores and articles as may be supplied to the contractor by the Engineer-in-charge
will be debited to the contractor in his account at the rates shown in the schedule in
form A attached to the contract and if they are not entered in the said schedule they
shall be debited to him at cost price which for the purposes of this contract, shall
include the cost of carriage and all other expenses whatsoever which shall have been
incurred in obtaining delivery of the same at the store aforesaid.
Clause 32
Lump sums in estimates
When the estimate on which a tender is made includes lum sums in respect
of parts of the work, the contractor shall be entitled to payment in respect of the
items of work, involved or the part of the work in question at the same rates as are
payable under this contract for each items or if the part of the work in question in not
in the opinion of the Engineer-in-charge capable of measurement, the Engineer-incharge may at his discretion pay the lum 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.
Contractor
University Engineer
62
Clause 33
Action where no
Specification
In the case of any class of work for which there is no such specification as is
mentioned in rule I such work shall be carried out in accordance with the Divisional
specifications, and in the event of their being no Divisional specifications, then in
such case the work shall be carried out in all respects in accordance with the
instructions and requirements of the Engineer-in-charge.
Clause 34
Defination of work
The expressions 'works' or 'work' where used in these conditions, shall unless
there be something in the subject or context repugnant such construction be
constructed to mean the work or works contracted to be executed under or in virtue
of the contract, whether temporary or permanent and whether original, altered,
substituted or additional.
Clause 35
Contractors percentage
whether applied to net or
gross amount of bill
The percentage referred to in the tender shall be deducted from/added to the gross
amount of the bill before deducting the value of any stock issued.
Clause 36
Quarry fees and royalties
All quarry fees, royalties, octroi due and ground rent for stocking materials if any,
should be paid by the contractor.
Clause 37
Compensation under the
workmen’s compensation
Act.
The contractor shall be responsible for and shall pay any compensation to his
workmen payable under the Workmen's Compensation Act,1923 (VIII of 1923)
(hereinafter called the said Act) for injuries caused to the workmen. If such
compensation is payable paid by Dr. Balasaheb Sawant Konkan Krishi Vidyapeeth as
principle under sub-section (I) of Section 12 of the said Act on behalf of the
contractor, it shall be recoverable by Dr. Balasaheb Sawant Konkan Krishi
Vidyapeeth from the contractor under sub-section (2) of the said section such
compensation shall be recovered in the manner laid down in clause I 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 of an
accident. If such expenses are incurried by Dr. Balasaheb Sawant Konkan Krishi
Vidyapeeth the same shall be recoverable from the contractor forthwith and be
deducted without prejudice to any other remedy of Dr. Balasaheb Sawant Konkan
Krishi Vidyapeeth from any amount due of that may become due to the contractor.
Contractor
University Engineer
63
Clause 37 (B)
The contractor shall provide all necessary personal safety equipment and first aid
apparatus available for the use of the person employed on the site shall maintain the
same condition suitable for immediate use at any time and shall comply with the
following regulations in connection therewith:
(a) The workers shall be required to use the equipment so provided by the
contractor and the contractor shall take adequate steps to ensure proper use
of the equipment by those concerned.
(b) When work is carried on in proximity to any place where there if a risk or
drawings, all necessary equipment shall be provided and kept ready for use
and all necessary steps shall be taken for the prompt rescue of any person in
danger.
(c) Adequate provision shall be made for prompt first aid treatment of all
injuries likely to be sustained during the course of the work.
Clause 37 (C)
Govt. circular No. PWD
HD CAT- 6076/3336 /
(400) / Bldg. 2, dated 16-81985
The contractor shall duly comply with the provisions of The Apprentice Act,
1961 (111 of 1961) the rules made under and the orders that may be issued from time
to time under the Act the said rules and on his failure or neglect to do so, he shall be
subject to all the liabilities and penalties provided by the said Act and said Rules.
Clause 38
Claim for quantities
entered in the tender or
estimates
(1) Quantities in respect to the several items shown in the tender are approximate
and no revision in the tendered rate shall be permitted in respect of any of the
items so long as, subject to any special provision contained in the specification
prescribing a different percentage of permissible variation, the quantity of the
item dose not exceed the tender quantity by more than 25 per cent and so long as
the value of the excess quantity beyond this limit, at the rate of the items
specified in the tender, is not more than Rs.5,000/(2) The contractor shall if ordered in writing by the University Engineer, 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
tender and at the rates (i) derived from the rate entered the current schedule of
rates and in absence of such rates, (ii) at the rate prevailing in the market, the
said rates being increased or decreased as the case may be by the percentage
which the total tendered amount bears to the estimated cost of the work as put to
tender based upon the schedule of rates applicable to the year in which the
tenders were invited. For the purpose of operation of this clause, this cost shall
be taken to be Rs. ……………….. (Rupees ……………………..……..
……………………………………………………………………………... only).
Contractor
University Engineer
64
(3) Claims arising out of reduction in the tendered quantity of any item beyond 25
per cent will be governed by the provisions of clause 15 only when the amount
of such reduction beyond 25 per cent at the rate of the item specified in the
tender is more than Rs.5,000/- (this clause is not applicable for extra items)
(4) There is no change in the rate if the excess is less than or equal to 25%. Also
there is no change in the rate if the quantity of work done is more than 25% of
the tendered quantity but the value of the excess works at the tendered rates
doesn't exceed Rs. 5,000/(5) The quantities to be paid at tender rate shall include.
(a) Tender quantity plus.
(b) 25% of the Tender quantities or the excess quantity of the value of Rs.5,000/at the tender rate which ever is more.
Clause 39
Employment of famine
about etc.
Claim for compensation for
delay in starting the work
The contractor shall employ any famine, convict or other labour of a particular kind
or class if ordered in writing to do so by the Engineer-in-charge.
Clause 40
No compensation shall be allowed for any delay caused in the starting of the
work on account of acquisition of land or, in the case of clearance works on account
of any delay in according to sanction of estimates.
Clause 41
Claim for compensation for
delay in the execution of
work
No compensation shall be allowed for any delay in the execution of the work
on account of water standing in borrow pits or compartments. The rates are
inclusive for hard or cracked soil, excavation in mud, subsoil water or water
standing in borrow pits and no claim for an extra rate shall be entertained unless
otherwise expressly specified.
Clause 42
Entering upon or
commencing any portion of
work
Minimum age of persons
employed the employment
of donkeys and or other
animals and the payment of
fair wages
Contractor
The contractor shall not enter upon or commence any portion of work except with
the written authority and instructions of the Engineer-in-charge or his subordinate
in charge of the work. Failing such authority the contractor shall have no claim to ask
for measurements of or payment for work.
Clause 43
(i) No contractor shall employ any person who is under the age of 18 years.
(ii) No contractor shall employ donkeys or other animals with breeching of
string on thin rope. The breeching must be at least three inches wide and
should be of a tape (Nawar).
University Engineer
65
(iii)
No animal suffering from sores lameness or emaciation or which is immature
shall be employed on the work.
(iv)
The Engineer-in-charge or his Agent is authorised to remove from the work
any person or animal found working which dose not satisfy these conditions
and no responsibility shall be accepted by Vidyapeeth for any delay caused in
the completion of the work by such removal.
(v)
The contractor shall pay fair and reasonable wages to the workmen employed
by him, in the contract undertaken by him. In the event of any dispute arising
between the contract or and his workmen on the grounds that the wages paid
are not fair and reasonable the dispute shall be referred without delay to the
Engineer-in-charge who shall decide the same. The decision of the Engineerin-charge shall be conclusive and binding on the contractor but such decision
shall not be any way effect the conditions in the contractor regarding the
payment to be made by Dr. Balasaheb Sawant Konkan Krishi Vidyapeeth at the
sanctioned tender rates
(vi)
Contractor shall provide drinking water facilities to the workers. Similar
amenities shall be provided to the workers. Similar amenities shall be provided
to the workers engaged on large work in urban areas.
(vii) Contractor to make precaution against accidents which take place on account of
labours using loose garments while working on machinery.
Clause 44
Method of payment
Payment to contractor shall be made by cheque drawn on R.D.C.C. branch or its
branches convenient to them, provided the amount exceeds Rs.10/- Amount not
exceeding Rs.10/- will be paid in cash.
Clause 45
Acceptance of conditions
compulsory before
tendering the work
Any contractor who dose not accept these conditions shall not be allowed to tender
for works.
Clause 46
Employment of Security
labour
Contractor
If Government declares a state of security or famine to exist in any village
situated within 10 miles of the work, the contractor shall employ upon such parts of
the work, as are suitable for unskilled labour any person certified to him by the
Engineer-in-charge or by any person to whom the University Engineer may have
delegated this duly in writing to be in need of relief and shall be bound to pay to such
persons wages not below the minimum which Dr. Balasaheb Sawant Konkan Krishi
Vidyapeeth may have fixed in this behalf. Any disputes with may arise in connection
which the implementation of this clause shall be decided by the University Engineer
whose decision shall be final and binding on the contractor.
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66
Clause 47
The price quoted by the contractors shall not in any case exceed the control price
if any fixed by Vidyapeeth or reasonable price which it is permissible for him to
charge a private purchaser for the same class and description the controlled price or
the price permissible under Hoarding and Profiteering Ordinance, 1948 as amended
from time to time. If the price quoted exceeds the controlled price or the price
permissible under Hoarding and Profiteering Prevention Ordinance, the contractor
will specifically mention this fact in his tender along with the reasons for quoting
such higher prices. The purchaser at his discretion will in such case exercise the
right of revising the price at any stage so as to conform with the controlled price on
the permissible under the Hording and Profiteering Prevention Ordinance. This
discretion will be exercised without prejudice to any other action that may be taken
against the contractor.
Clause 47 (A)
Maharashtra Act xix of
1985, clause regarding
Turnover Tax vide P.W.D.
circular No. CAT /1088 /
CR-330/ Bldg-2, dt. 10-61989
The tendered rates shall be inclusive of all taxes, rates and cases and shall also be
inclusive of the tax leviable in respect of works contract under the provision of New
Maharashtra Value Added Tax (VAT) Act, 2002 with effect from 1-4-2005.
Similarly the tendered rates shall also be inclusive of service tax (Notice No. 9/97
Service tax dated 30-7-1997 effect from 1st August 1997)
Clause 48
The rates to be quoted by the contractor must be all inclusive and fixed and not to
any escalation in cost of materials and labour and shall include Sales Tax, Octroi and
other applicable duties and levies and shall also include all charges for loading,
unloading, transport bringing scaffolding wastage and pilferage and such other
outgoings. No extra payment on this account will be made to the contractor.
Clause 49
In case of materials that may remain surplus with the contractor from those issued
for the work contracted for the date of ascertainment of the materials being surplus
will be taken as the date of sale for the purpose of sale tax and the sales tax will be
recovered on such sale.
Clause 50
The contractor shall employ at least 80 per cent of the total number of unskilled
labour to be employed by him on the said work from, out of the persons ordinarily
residing in the district in which site of the said work is located. Provided however,
that if the required number of unskilled labour from district is not available the
contractor shall in the first instance employ such number of persons as is available
and thereafter may with previous permission in writing of the Engineer-in-charge of
the said work whose obtain the rest of the requirement of unskilled labour from out
side district.
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University Engineer
67
Clause 51
Wages to be paid to the skilled and unskilled labours engaged by the contractor
(1) The contractor shall pay the labours skilled and unskilled according to the
wages prescribed by the Minimum Wages Act of 1948 applicable to the area in
which the work of the contractor located.
The contractor shall comply with provisions of Apprentice Act 1961 and the rules
and orders issued there-under from time to time, if he fails to do so, his failure will
be breach of contract and the Superintending Engineer may at his discretion cancel
the contract. The Contractor shall also be liable for any pecuniary liability arising on
account of any violation by him of the provision of Act. The contractor shall pay
labour, skilled and unskilled according to prescribed wages by Minimum Wages Act
applicable to the area in which work of contractor is in progress.
(2) The contractor to take precautions against accidents which take places on
account of labour using loose garments while working near machinery
Clause 52
All amounts whatsoever which the contractor is liable to pay to the Vidyapeeth
in connection with the execution of the work including the amount payable in
respect of (i) materials and stores supplied/issued hereunder by the Vidyapeeth to
the contractor, (ii) hire charges in respect of heavy plant, machinery and equipment
given on hire by the Vidyapeeth to the contractor for the execution of the work and
/or on which advances have been given by the Vidyapeeth to the contractor shall be
deemed to be arrears of the land Revenue and Vidyapeeth may without pre judice to
any other rights and remedies of the Vidyapeeth recover the same from the
contractor as arrears of Revenue, if same are not recoverable from his dues available
with University.
Clause 53
P.W.D. Department No. cat
1287 Bldg-2, dated
14-8-1985
The contractor shall 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 statues and statutory provisions concerning payment of wages
particularly to workmen employed by the contractor and working on the site of the
work. In particular the contractor shall pay wages to each worked employed by him
on the site of the work at the rate prescribed under the Maharashtra Contract Labour
(Regulation and Abolition) Rules 1971. If the contractor fails or neglects to pay
wages at the said rates or makes short payment and the Vidyapeeth 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 Vidyapeeth to such workers 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 same the amount payable by the Government
to the contractor hereunder of from any other amount payable by the Government to
the contractor hereunder or from any other amounts payable to him by the
Government.
Clause 54
The contractor shall engage apprentices such as bricks layer, carpenters, wiremen,
plumber as well as black-smith as recommended by the State Apprenticeship advisor
Director of Technical Education, Dhobi Talav, Mumbai 400 001 on the construction
work. (Government of Maharashtra Educational Department No. TSA 5170/T 56689,
dated 7-7-1972).
Contractor
University Engineer
68
Clause 55
(Government of Maharashtra P.W.D. Resolution No. CAT-1086/CR-243/K/ Bldg.
32, dated 11-8-1987).
(a) The anti-malaria and other health measures shall be as directed by the joint
Director (Malaria and Filaria) of Health Services, Pune.
(b) Contractor shall see that mosquitozenic condition are not created so as to keep
vactor population to minimum level.
(c) Contractor shall carry out anti-malaria measures in the areas as per guidelines
prescribed under National Malaria Eradication Programme and as directed by
the Joint Director (MRF) of Health Services, Pune.
(d) In case of default in carring out prescribed anti-malaria measures resulting in
increase in malaria incidence, contractor shall be liable to pay Government the
amount spent by Government on anti-malaria measures to control the situation in
addition to fine.
(e) Relation with Public Authorities.
The contractor shall make sufficient arrangements for draining away the sullage
water as well as water coming from the bathing and washing places and shall dispose
of this water in such a way as not to cause any nuisance. He shall also keep the
premise clean by employing sufficient number of sweepers.
The contractor shall comply with all rules, regulations, bye-laws and directions
given from time to time by pay local or public authority in connection with this work
and shall any fees or charges which are leviable on him without any extra cost to
Government.
University Engineer
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University Engineer
69
Name of the work : …………………………………………………………………………………………………………………………………
SCHEDULE 'A'
Schedule showing (Approximately) the materials to be supplied by the Dr. Balasaheb Sawant Konkan Krishi Vidyapeeth for the work contracted
to be executed and Preliminary and Ancillary works and the rates at which they are to be charged for , ,
Sr. No.
Particular
Quantity
Unit
Rates at which the
materials will be charged
to the contractor in
figures
Rs.
In Words
Place of
Delivery
( Rs.
.
.
Only )
----NIL-----
Conditions of Schedule 'A' attached separately
Note : The person or finn submitting the tender should see that the rates in the above schedule are filled up by the Engineer- in-charge on the issue of the
fonn prior to the submission of the tender.
University Engineer
Dr. B. S. K. K. V. Dapoli
Dist. Ratnagiri.
Contractor
University Engineer
70
BLANK PAGE
Contractor
University Engineer
71
CONDITION FOR MATERIALS ISSUED UNDER SCHEDULE 'A'
The issue of materials by the University under Schedule 'A' of this contract will be subject to inter alia the
following conditions:
1.
All the materials shall be made available for delivery on working day only during working hours, to be arranged
mutually by the contractor between himself and the Store-keeper shall issue the same. The material shall be made
available at the place of delivery mentioned in Schedule 'A' of the tender.
2.
The contractor shall submit periodically as well as on completion of work, on account of all materials issued to
him in a manner as directed by Engineer-in-charge. The contractor shall also furnish an account of previous
materials issued before placing demand for further materials in additions, a separate register shall be maintained
on site for recording daily itemwise cement consumption of cement issued to them and also itemwise
consumption of other materials issued under Schedule 'A' as directed. This shall be signed daily by contractor or
his representative and representative of Engineer-in-charge.
3.
The quantities in Schedule 'A' are approximate and may vary according to actual and bona-fide use is certified by
the Engineer-in-charge.
4.
All materials mentioned in Schedule 'A' required for the works shall be taken from the University only. The
material from other sources in lieu of the material in Schedule 'A' shall not be allowed except under written
permission from the University Engineer-in-such case certificate for its quality shall be produced by the
contractor and sample of such materials shall be tested from any Government laboratory at his own cost and the
test results be supplied to the University. The materials not conforming to the required standard shall be removed
at once from the site of work by the contractor at his own cost.
5.
The rates mentioned in Schedule 'A' are inclusive of Sales Tax and storage Charges.
6.
After issue of any material for use on bona fide University work to contractor if the Engineer-in-charge ascertains
on any particular date that the portion of such supplied becomes surplus to the requirements of the work, the date
ascertainment will be taken as the date for sale for the purpose of payment of Sales Tax on such portion and
recovered from the contractor as per rules.
7.
The contractor shall construct shed / shads as per direction of the Engineer-in-charge of the work for storing the
materials issued to him by the University and provide double locking arrangements, one lock shall be with site
Engineer of the University and materials shall be taken for use in presence of the site Engineer of the University
only.
8.
The contractor shall make his own arrangement for the safe custody of the materials which are supplied to him by
the University.
9.
The contractor shall not use cement and other materials under Schedule 'A' items other than as per this tender
except for such ancillary small items as are connected with and absolutely necessary for execution of this work as
may be decided by the University Engineer.
10.
All steel issued under Schedule 'A' which remains surplus with the contractor after use in the work shall be
returned to the University. Generally, only full length bars in lengths supplied by the University shall be taken
back by the University. However, the Engineer-in-charge may at his discretion, take back bars of particulars
diameter in any other lengths approved by him if same are required for use in University work. The rates of
repayment of the surplus acceptable materials returned by the contractor at the godown of use,shall be at the
prevailing market rates or the rates charged to the contractor excluding the element of storage charges or issue
rates excluding the element of storage charges at the time of return, whichever is lower. The quantity of such
surplus steel as is not acceptable to the University may be disposed of by the contractor in any manner he likes
and the cost thereof shall entirely be borne by the contractor. However, in cases in which the materials issued to a
contractor become surplus owing to change in the design of the work after materials were issued to the
contractor, the materials should be taken back from the contractor at the same rates, at which they were supplied
to him by University provided the materials at the time of taking over, were not actually needed and are
serviceable.
11.
Mild steel, for steel bars shall be issued to the contractor either in coils or straight on actual weighment.
However for the purpose of payment, the weight of steel bars used on the work shall be calculated on the basis
of standard weight per unit length vide table in B-10. 13 of Standard Specification Book 1972, edition by B & C
Contractor
University Engineer
72
Department. Hence claims on account of difference in actual weight and calculated on the basis of standard
weight per unit length shall not be entertained. No extra payment for straightening the bars will be made.
12.
The Contractor shall make his own arrangement for securing structural steel such as square bars flats, rolled
steels joints, angles iron etc. The University is neither responsible for securing permit nor to supply required
structural steel. However, necessary certificate to the effect that the materials is required for the said bona fide
University work will be issued if required.
13.
The charges for conveyance of materials from the place of delivery to the site of work and the actual spot on
work site shall be entirely borne by the contractor. No claim on this accounts shall be entertained.
14.
If surplus materials after completion of the work are not returned by the contractor, recovery of such materials at
the penal rate of twice the issue rate of these materials shall be made from the contractor. Sales Tax and General
Tax on the cost of the surplus materials which are not returned, shall be recovered from the contractor as
decided by the University Engineer. However, it is clear that if any surplus materials returned is in unserviceable
or damaged conditions, the same will not be accepted. In such case the cost will be recovered from the
contractor as stated above in this clause.
15.
Empty asphalt drums will have to he returned to the University in case of non-returned, empty asphalt drums,
recovery of drum will be made from the contractor.
16.
The persons/firm submitting the tender should seen that the rates in the above schedule 'A' are filled up by the
Engineer-in-charge of the work on the issue of the form prior to the submission of the tender.
17.
The university shall not be responsible for the loss in cement during transit from University stores to work site.
Cement so delivered to the contractor at the University stores shall mean 50 kg. per bag by weight. The rate
quoted should correspond to this method of reckoning. The correction have to be done by weight basis. While
mixing, if cement is found short in a bag, it will have to be made good by the contractor for which additional
cement would be supply by the University at issue rate in Schedule 'A' item or percentage rate quoted for should
reckon this.
18.
For the purpose of issue rate, the area of a A.C. Sheets and ridges shall be the actual gross size before laying in
the roof and each dimension shall be measured at straight line in plain. (neglecting extra length, due to
corrugations etc.)
19.
The contractor shall furnish unstamped receipts for all materials issued under Schedule 'A'.
20.
The contractor shall furnish the account of steel, cement etc. issued to him at each time before placing
an indent for further supply. Also he should submit on completion of the work final account of all the
materials supplied to him by University. This account will be scrutinised by the Engineer-in-charge
and if any extra use is found, shortages are seen and any quantity of material remained unaccounted
for, recovery at penal rates will be effected or such quantities as mentioned in Clause 14 above.
21.
A separate register shall be maintained on site for recording detailed itemwise cement and steel
consumption on the work. This register shall be signed by the contractor or his authorised
representative and got signed from the representative of the Engineer-in-charge.
22.
Materials except what are specified above will have to be arranged for by the contractor(s). The
department will recommend the applications for licences and permits for the release of controlled
materials. The contractor(s) will remain responsible for obtaining such licences and permits.
23.
The supply of railway wagons is beyond the Control Dr. Balasaheb Sawant Konkan Krishi
Vidyapeeth. No responsibility can therefore be accepted for delays such may occur in regard to these
matters. Every assistance will however be given to obtain their supply as quickly as possible.
24.
Plant and machinery will not be made available by this Department for work.
25.
Since the steel is decontrolled item and if the contractor is allowed to procure the steel from
open market/then the contractor will have to produce the bills for purchase of steel and the
same will be tested at random at Government laboratory at Contractor's cost.
Signature of Contractor
Contractor
University Engineer
University Engineer
73
Accompaniment to Government Resolution
Public Works Department No. CAT/06/04/148,Dated 16/05/2005.
PRICE VARIATION CLAUSE
If during the operative period of the contract as defined in condition (i) below, there shall be any variation in the Consumer Price Index (New
Series) for Industrial Workers for ……………… centre as per the Labour Gazette published by the Commissioner of Labour, Government of
Maharashtra and/or in the wholesale Price Index for all commodities prepared by the office of Economic Advisor, 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 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 and 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 and POL
Components shall be 100 and other Components shall be as per actuals.
1) Labour Component
: K1
26.00%
2) Material Component
: K2
72.00%
3) POL Component
: K3
2.00 %
4) Bitumen Component
:
Actual
5) HYSD and Steel Component
:
Actual
6) Cement Component
:
Actual
7) C.I and D.I Pipe Component
:
Actual
Note :If Cement, 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
V1 = 0.85 x p x
K1
(L1 - L0)
x
100
L0
V = Amount of price variation in Rupees to be Allowed for labour Component.
Where
1
P = Cost of work done during the quarter under consideration.
Minus the Cost of cement, HYSD and 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. (These star rates shall be specified here)
1.
Bitumen component
:- …………………………………………………..
2.
HYSD and Steel Component TMT FE 500
:- RS 47383/- Per M.T…………………………………………..
3.
Cement Component
:- RS 6400/- per M.T.……………………………..
4.
C.I and D. I Pipe Component
:- …………………………………………………..
K = Percentage of labour component as indicated above.
1
L = Basic consumer price index for Mumbai centre shall be average consumer price index for the quarter
0 preceding the month in which the last date prescribed for receipt of tender, falls.
L1 = Average consumer price index for Mumbai centre for the quarter under consideration.
(2)
Formula for Materials Component
V2 = 0.85 x p x
K2
(M1 - M0)
x
100
M0
V = Amount of price variation in Rupees to be allowed for Materials component.
Where
2
P = Same as worked out for labour component.
K = Percentage of material component as indicated above.
2
M = Basic wholesale price index shall be average wholesale price index for the quarter preceding the month in which to
0 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
V3 = 0.85 x p x
K3
(P1 - P0)
x
100
P0
V = Amount of price variation in Rupees to be allowed for POL component.
Where
3
P = Same as worked out for labour component.
K = Percentage of Petrol, Oil and Lubricant component.
3
P = Average price of HSD at Mumbai during the quarter preceding the month in which the last date prescribed for
0 receipt of tender falls.
P1 = Average price of HSD at Mumbai during the quarter under consideration.
(4)
Formula for Bitumen Component
V4 = QB x (B1 - B0 )
Where
V4 = Amount of price variation in Rupees to be allowed for Bitumen component.
QB = Quantity of Bitumen (Grade) in metric tonnes used in permanent works and approved in enabling works during the quarter under consideration.
B1 = Current, average ex-refinery price per metric tonne of Bitumen (Grade) under consideration including taxes (octroi, excise, sales
tax) during the quarter under consideration.
Contractor
University Engineer
74
B0 =
Basic rate of Bitumen in Rupees per metric tonne as considered for working out value of P or average
ex-refinery
price in rupees per metric ton including taxes (octroi, excise, sales tax) of Bitumen under consideration for prevailing
quarter preceding the month in which the last date prescribed for receipt of tender, falls, whichever is higher.
(5)
Formula for HYSD and Mild Steel Component
V5 =
V5 =
S0 =
SI1 =
SI0 =
T=
S0 ( SI1 – SI0)
XT
Where
SI0
Amount of price variation in Rupees to be allowed for HYSD / Mild Steel component.
Basic rate of HYSD/Mild Steel in Rupees per metric tonne as considered for working out value of P.
Average Steel index as per RBI Bulletin during the quarter under consideration.
Average Steel index as per RBI Bulletin during the quarter preceding the month in which the last date prescribed for receipt
of tender, falls.
Tonnage of Steel used in the permanent works for the quarter under consideration.
(6)
V6 =
C0 =
CI1 =
CI0 =
T=
Formula for Cement Component
C0 ( CI1 – CI0)
V6 =
XT
Where
CI0
Amount of price escalation in Rupees to be allowed for Cement component.
Basic Tate of Cement in Rupees per metric tonne as considered for working out value of P.
Average Cement index published in the RBI Bulletin for the quarter under consideration.
Average Cement index published in the RBI Bulletin for the quarter preceding the month in which the last date prescribed
for receipt of tender, falls.
Tonnage of Cement used in the permanent works for the quarter under consideration.
(7)
Formula for C.I. / D.I. Pipe Component
V7 = Qd x (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 tone as considered for working out value of P.
D1 =
Average Pig Iron price in Rupees per tone during the quarter under consideration (published by IISCO)
Qd =
Tonnage of C.I. / D.I. pipe used in the works during the quarter under consideration.
(II)
THE FOLLOWING CONDITIONS SHALL PREVAIL :(i)
The operative period of the contract shall mean the period commencing from the date of the 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 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 work from the date of levy of such
compensation shall be worked out by pegging the indices L1,M1,C1,P1,B1,SI1 and CI1 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 B-l/B-2 and C forms but shall not apply for 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
B-l/B-2 respectively. Since the rates payable for extra items or the extra quantities under Clause 38/37 are to be fixed as per the
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 B-l/B-2 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 the time on
year to year basis or revised in accordance with 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 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.
University Engineer
Dr. Balasaheb Sawant Konkan
Krishi Vidyapeeth, Dapoli
Contractor
University Engineer
75
ADDITIONAL GENERAL CONDITIONS AND SPECIFICATIONS
Sr.
No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
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25
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28
29
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38
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46
Contractor
Index
Additional General Conditions and Specifications
Contractor to study site conditions
Declaration of the contractor
Indemnity
Errors, Omissions and discrepancies
Programme of work
Methodology of Construction and Construction Equipments
Construction Equipment
Progress Schedule
Agent and Work order books
Responsibilities for level and alignment
Leveling instruments
Authorities of the Engineer-in-charge representive
Co-ordination
Assistance in procuring priorities, permits etc.
Quarries
Collection of materials
Temporary quarters and site office
Treasure Trove
Patented Device
Explosives
Damage by flood or accidents
Police protection
Traffic regulation for road works
Traffic Instruction
Traffic regulation for bridges and CD works
Supervision
Inspection
Initial measurements for records
Samples and Testing materials
Miscellaneous
Protection of underground telephone cable aerial telephone wires and
poles transmission towers, electric cables and water supply lines.
Medical and sanitary arrangements to be provided for labour
employed in the construction by the contractor.
Safety code
Excavation and trenching
Demolition
Scope of rates for different items of work
Payments
Handing over of work
Claims
Quality assurance and maintenance
Drawings
Documentations
Change of cement contents etc.
Cement concrete
Setting out
Page No.
Form
55
55
55
55
55
56
56
56
56
57
57
57
57
58
58
58
58
58
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Page No.
To
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63
--
64
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66
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68
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69
70
--66
67
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72
University Engineer
76
ADDITIONAL GENERAL CONDITIONS AND SPECIFICATIONS
1.
These are to apply as additional conditions and specification unless otherwise already provided for
contradictorily elsewhere in this contract.
2.
CONTRACTOR TO STUDY SITE CONDITIONS
The contractor shall be deemed to have carefully examined the work and site conditions including labour the
general and the special conditions, specifications, schedules and drawings and shall be deemed to have visited
the site of the work and have fully informed himself regarding the local conditions and carried out his own
investigation to arrive at rates quoted in the tender. In this regard he will be given necessary information to the
best of knowledge of University but without any guarantee about it.
If he shall have any doubt as to the meaning of any portions of these general conditions or the special
condition the scope of work of this specifications and drawing or any other matter concerning the contract he
shall in good time before submitting his tender, set forth the particulars therein and submit them to EngineerIn-charge of the work in writing in order that such doubts may be clarified authoritatively before tendering.
Once a tender is submitted the matter will be decided according to tender conditions in the absence of such
authentic pre-clarifications.
3.
The contractor should sign the declaration form on page No. 18
4.
INDEMNITY
The contractor shall indemnity the University against all actions, suits, claims and demands brought or made
against him in respect of anything done or 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 University. In consequence of
any action or suit being brought against the contractor for any thing done or committed to be done in the
execution of the works of this contract.
5.
ERRORS, OMISSIONS AND DISCREPANCIES
(a)
In case of errors, omissions and / or disagreement between written and scaled dimensions on the drawing or
between drawings and specifications etc. the following order of preference shall apply.
(i)
Between actual scaled and written dimensions or descriptions on a drawing the later shall be adopted
(ii)
Between the written or shown description of dimensions in the drawing and corresponding one in the
specifications, the later shall apply.
(iii) Between the quantities shown in schedule of quantities and those arrived at from the drawings the later
shall be preferred.
(iv) Between the written description of the item in the schedule of quantities and the detailed description in the
specifications, of the same item, the later shall be adopted.
(b)
In case of discrepancy between percentage rate quoted in figures and words, the lowest of the two will be
considered for acceptance of tender.
(c)
In all cases of omission and / or discrepancies in the dimensions or description of the item or
specifications, a reference shall be made to the Vidyapeeth Engineer Dr. B.S.K.K.V., 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.
(d)
The special provision in detailed specifications and wording of any item shall in precedence over
corresponding contradictory provision (if any) in the Standard specifications of Public Work Department
Hand Book where reference to such specification is given without reproducing the details in contract.
6.
PROGRAMME OF WORK
The work is required to be completed within a period of months (including the monsoon period). The tentative
programme may be as per the Bar chart on Page
7.
METHODOLOGY OF CONSTRUCTION AND CONSTRUCTION EQUIPMENTS
Contractor shall furnish at least 15 days in advance his programme of commencement of item of work, the details
of actual methods that would be adopted by the contractor for the execution of various items of work such as well
Contractor
University Engineer
77
sinking cast-in-situ, superstructure of Bridge work and Earth work, W.B.M., Black topping items etc. for Road
works 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 complete changes in the method stage of the work, to obtain the desired
accuracy, quantity and progress of the work which shall be binding on the contractor, and no claim on account of
such change in method of execution will be entertained by University so long as specifications of the item remain
unaltered. The responsibility for the safety and adequacy of the methods adopted by the contractor, will however,
rest on the contractor, irrespective of any approval given by the Engineer.
In case of slippage from the approved work programme at any stage, the contractor shall furnish revised
programme to make up the slippage within the stipulated time schedule and obtain the approval of the Engineer
to the revised programme.
8.
CONSTRUCTION EQUIPMENT
The contractor' shall be required to give a trial run of the equipments 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 remove from site without permission
of the Engineer.
9.
PROGRESS SCHEDULE
The contractor shall furnish within the period of one month of the order to start the work, the programme of work
in CPM/PERT charts in quadruduplicate indicating the date of actual start, the monthly/progress excepted to be
achieved and the anticipated completion date of each major item of work to be done by him, also indicating dates
of procurement and setting up of materials, plant and machinery. The schedule is to be such as is practicable of
achievement towards the completion of whole work in the time limit, the particulars items, if any, on the due
dates specified in the contract 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
schedules say; week by week for any item or items, in case of urgency of work as will be directed by him and the
contractor shall supply the same as and when asked for.
The contractor shall furnish sufficient plant, equipment and labour as may be necessary to maintain the progress
of schedule. The working and shift hours restricted to one shift a day for operation to be done under the
Government supervision shall be such as may be approved by the Engineer-in-charge. They shall not be varied
without the prior approval of the Engineer. Night work which requires supervision shall not be permitted except
when specifically allowed by Engineer each time if requested by the contractor. The contractor shall provide
necessary lighting arrangements etc. for night works as directed by Engineer without extra cost.
Further, the contractor shall submit the progress report of work in prescribed from 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 Performa charts, details regarding machinery, equipment, labour, materials,
personnel etc. as may be specified by the Engineer and submit periodical returns there of as may be specified by
the Engineer-in-charge.
10.
AGENT AND WORK ORDER BOOKS
The contractor shall himself manage the work or engage an authorised all time agent on the work capable of
managing and guiding the work and understanding the specifications and contract condition. A qualified and
experienced, Engineer shall be provided by the Contractor as his agent for technical matters in case the Engineerin-charge considers this is essential for the work and so direct contractors. He will take orders as will be given by
the University Engineer or his representative and shall be responsible for carrying them out. This agent shall not
be changed without prior intimation to the University Engineer and his representative on the work site. The
contractor shall supply for the Engineer the details of all supervisory and other staff employed by the contractor
and notify changes when made and satisfy the Engineer regarding the quantity and sufficiency of the staff, thus
employed. The Engineer will have the unquestionable right to ask for change in the quality and number 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.
Contractor
University Engineer
78
A work order book shall be maintained on site and it shall be the property of University and the contractor shall
promptly sign orders given their in by the University Engineer or his representative and his superior officers and
comploy 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 book with machine numbered pages will be provided by the University free of
charge for this purpose. The contractor will be allowed to copy out instructions therein from time to time.
11.
RESPONSIBILITIES FOR LEVEL AND ALIGNMENT
The contractor shall be entirely and exclusively responsible for the horizontal and vertical alignments, the levels
and correctness of every part of the work and shall rectify effectually 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.
12.
LEVELLING INSTRUMENTS
If measurements of items of the work are based on volumetric measurements calculated from levels taken before
and after constructions of the item, in large number of leveling staff, tapes etc., will have to be kept available by
the contractor at the site of work for this purpose. Lack of the such leveling staff, tapes etc,. in required numbers
may cause delay in measurement and the work. The contractor will have therefore to keep sufficient number of
these readily available at site.
13.
AUTHORITIES OF THE ENGINEER-IN-CHARGE'S REPRESENTATIVE
The duties of the representative of the Engineer-in-charge are to watch and supervise work and to test and
examine any material to be used or workmanship employed in connections with the works.
The Engineer-in-Charge may from time to time, in writing delegated to his representative any 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 of approval 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 University as
through it had been given by the Engineer-in-charge, provided always as follows. Failure of the representative of
the Engineer-in-charge to disapprove any work or materials shall not prejudice the power of Engineer-in-charge
thereafter to disapprove such work or materials and so order the putting down, removal or breaking up thereof.
14.
CO-ORDINATION
When several agencies for different sub-works of the project are to work simultaneously on the project site, there
must be full co-ordination and co-operation between 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 arrangement for water, powers, housing etc. if they so desire. On the
other hand the contractors are at liberty to mutual agreement in this behalf and make joint arrangements with the
approval of the Engineer. No, single contractor shall take or cause to be taken any steps or action that may cause,
description discontent, or disturbance of work, labour or arrangement etc. of the other 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 deathwith as such.
In case of any dispute, disagreements between the contractor's the Engineer's decision regarding the coordinations, collaboration and facilities to be provided by any of the contractors shall be final and binding on the
contractors concerned and such a decision or decisions shall not vitiate any contract nor absolve the contractor (s)
of his/their obligations under the contract nor consider for the grant for any claim or compensation.
15.
ASSISTANCE IN PROCURING PRIORITIES, PERMITS, ETC.
The Engineer, on a written request by the 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 University will not however, be responsible for the non
availability of such facilities or delay in this behalf and no claims on account of such failures or delays shall be
allowed by the University.
The contractor shall have to make his own arrangement for machinery required for the work. However, such
machinery conveniently available with University may be spared as per rules in force on recovery of necessary
Security Deposit and rent with agreement in the prescribed from. Such an Agreement shall be independent of this
contract and the supply of machinery shall not from a ground for any claim of extension of time limit for this
work.
Contractor
University Engineer
79
16.
QUARRIES
No quarries are available with the Dr. Balasaheb Sawant Konkan Krishi Vidyapeeth. The contractor (s) shall
have to arrange the same himself / themselves.
17.
COLLECTION OF MATERIALS
The contractor has to procure and supply all the quarrying material required for construction for the work in
tender at his risk and cost.
18.
TEMPORARY QUARTERS AND SITE OFFICE
(a) The contractor shall at his own expense maintain sufficient experienced supervisory staff etc. required for
the work and shall make his own arrangement, provide housing for them with all necessary arrangements.
Including fire preventive measures etc. as direct by the Engineer-in-charge.
(b) The contractor shall provide, furnish, maintain and remove on completion of the work, suitable office on
the work site for the use of University Engineer's representative. The covered area exclusive of verandah should
not be less than 400 sq. ft. It may have brick walls and asbestos or corrugated iron roof, paved flower should be
18 inches above ground level. He should provided a suitable latrine, urinals and keep them clean daily. This
will be supposed to be included in his rate.
19.
TREASURE TROVE
In the event of discovery by the contractor or his employees, during the progress of the work of any treasure,
fossils, minerals or any other articles or value or interest, the contractor shall give immediate intimation thereof
to the Engineer and forthwith handover to the Engineer such treasure or things which shall be the property to
University.
20.
PATENTED DEVICE
Whenever the Contractor desired to use any designed devices, materials for process covered by the letter or
patent or copy right, the right for such use shall be secured by suitable legal arrangement and agreement with
patent owner and the copy of their agreement shall be with the Engineer-in-charge is so desired by the later.
21.
EXPLOSIVES
The contractor shall at his own expenses construct and maintain proper magazine, if such are required for the
storage of explosive for use in connection with the work and such magazine, 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 University shall not be
incurring any responsibility whatever in connection with storage and use of explosives on the site or any
accident or occurrence whatsoever in connection, there with all operations in or for which explosives are
employed being at the risk of contractor and upon his sole responsibility and the contractor hereby gives to
University an absolute indemnity in respect thereof.
22.
DAMAGE BY FLOODS OR ACCIDENTS
The contractor shall take all precautions against damage by floods or like from accident etc. No compensation
will be allowed to the contractor on this account of for correcting and repairing any such damage to the work
during construction. The contractor shall be liable to make good at his cost any plant or materials belonging to
the University lost or damaged by floods or from any other cause which in his charge.
23.
POLICE PROTECTION
For the Special Protection of camp and of the contractors work, the University 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.
24.
TRAFFIC REGULATION FOR ROAD WORKS
Unless separately provided for in the contract, the contractor shall have to make all necessary arrangements for
regulating traffic day to night during the period of construction to the entire satisfaction of the Engineer. This
includes the construction and maintenance of diversion if necessary. The contractor shall have to provide
necessary caution boards, barricades flags, lights and watchman etc. so as to comply with the latest Motor
Vehicles Rules and regulations and for traffic safety and he shall be responsible for at claims from accident
which may arise due to his negligence whether in regulating the traffic or in stacking materi.al on the roads or
due to any other reasons.
Contractor
University Engineer
80
25.
The contractor shall at all times carry out the work on the road. In a manner creating least interference to the
flow of traffic, while consistent with the satisfactory execution of the same. For all works Involving
Improvements to the existing food. The contractor shall, in accordance with the directives of the Engineer- incharge, provide and maintain, during the execution of work a passage for traffic, either along or part of the
existing carriageway under improvement, or along a temporary diversion constructed close to the road.
26.
TRAFFIC REGULATION FOR BRIDGES AND CD. WORKS
It is to be clearly understood that whatever work carried out by the contractor for construction of diversion road
including earthwork, W. B. M. bituminous surface dressing, R.C.C. pipe drains etc. will be paid for only once if
the items of temporary diversion are included in the contract and if due to flow of traffic, due to floods or due
to any other cause, this diversion road and/or the R.C.C. gates drain damaged it shall be repaired and
maintained by the contractor in good conditions till completion of the whole work at his own expenses. Traffic
safety and control shall be as per clause No.112.4 of M.O.S.T. Specification for Roads and Bridges (Second
Revision 1990).
SUPERVISION AND INSPECTION OF WORKS AND QUALITY CONTROL
27.
SUPERVISION
The contractor shall either himself supervise the execution of the works or shall 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 a qualified
Engineer approved by the Engineer-in-charge.
Orders give 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 contractor shall Dot
be entitled for any compensation on this behalf.
28.
INSPECTION
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. 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. Approval of materials or
workmanship or approval of part of the work during the progress of execution shall not bind the Engineer-incharge or in any way affect him even to reject the work which is alleged to be completed and to suspend the
issue of his certificate of completion until such alteration and modifications or reconstruction have been effect
at the cost of the contractor as shall enable him to certify that the work has been completed to his satisfaction
The contractor shall provide at his cost necessary ladders and such arrangements as to provide necessary
facilities and assistance for proper inspection of all parts of the work at his own cost.
29.
INITIAL MEASUREMENTS FOR RECORD
Where for proper measurement of the work, it is necessary to have an initial set of levels or other measurements
taken, the same as recorded in the authorised field book or measurement book of university by the Engineer or
his authorised representative will be signed by the contractor who will be entitled to have a true copy of 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.
Likewise 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
University Engineer. The record of such measurements on the university side will be signed by the Contractor
and he will be entitled to have a true copy of the same made at his cost.
30.
SAMPLES AND TESTING OF MATERIALS
All materials to be used on work shall be got approved in advance from the Engineer-in-charge Architect
appointed for the work by the Dr. Balasaheb Sawant Konkan Krishi Vidyapeeth and shall pass the test and/or
analysis required by him which will be :(a)
As specified in the specification for the items concerned and/or
(b)
I. S. I. specifications (whichever. and wherever applicable) or
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1.
(c)
Such recognised specifications acceptable Engineer-in-charge as equivalent there to or in absence of
such authorised specification.
(d)
Such requirement test and/or analysis as may be specified by the Engineer-in-charge in order of
precedence given above
(i)
The contractor shall at his risk and cost make all arrangements and/or shall provide all such facilities
as the Engineer-in-charge may required for collecting, preparing required number of samples for test
or analysis at such time and to such places as may be direct by Engineer and bear all such charges.
Such samples shall also be deposited with Engineer-in-charge.
(ii)
The contractor shall if and when required submit at his cost the samples of materials to be tested or
analysed and it, so directed, shall not make use of or incorporate in the work any materials
represented by the samples until the required tests or analysis have been made and the materials,
finally accepted by the Engineer-in-charge.
(iii)
The contractor shall not be eligible for any claim or compensation either arising 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.
(iv)
The contractor or his authorised representative will be allowed to remain present in the departmental
laboratory while testing samples furnished by him. However, the results are of all the tests carried
out in the departmental laboratory in the presence or absence of the contractor or his authorised
representative will be binding on the contractor.
(v)
The contractor shall at his own cost set up laboratory to carry out the routine test of materials which
are to be used on the work. The tests will have to be carried out either in his field laboratory or in an
approved laboratory. In case tests are carried out in field laboratory, at least 50 tests should be
carried out in nearest quality control laboratory of the Department.
(vi)
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 authorised
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, if the test results are satisfactory and by the contractor if the same are not satisfactory.
(vii)
In case of materials supplied by the University if, the contractor demands certain testing, the charges
thereof shall be paid by the contractor it the testing results are satisfactory and by the University if
the same are not satisfactory.
MISCELLANEOUS
Rate shall be inclusive of S.T. General Tax and other Taxes etc.
2.
For providing electric wiring or water lines etc. recesses shall be provided if necessary through walls, slabs,
beams etc. and later refilling up with bricks or stone chipping, cement mortar without any extra cost.
3.
In case it becomes necessary for the due performance of the 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 to pay
such rents if any, are payable as mutually agreed between them.
The University will offord the contractor all the reasonable assistance to enable him to obtain Government land
for such purpose on usual terms and conditions as per rules of Government, if such land is available.
4.
The special provision in detailed specifications of wording of any items shall gain precedence over
corresponding contradictory provision (if any) in the standard specifications or P.W.D. Hand Book, where
reference to such specifications is given without reproducing the details in contract.
5.
Suitable separating Barricades and enclosures shall be provided to separate material brought by contractor and
material issued by University to contractor under Schedule 'A' same applied for the material obtained from
different soureses of supply.
6.
The stacking and storage of construction material at site shall be in such manner as to prevent deterioration or
infusion 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 material against atmospheric actions, fire
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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 likelyhood of subsidence of soil, such heavy materials shall be stored on
Platforms.
7.
For road and Bridge works the contractor shall in addition to the specification cited here comply with
requirements of relevant I.R.C. Code practice.
8.
The contractor shall be responsible for making good the damages done to the existing property during
construction by his men.
9.
It is found necessary from safety point of view to test any part of the structure the test shall be carried out by
the contractor with the help of University at his own cost.
10.
Defective work is liable to be rejected at any stage. The contractor, on no account can refuse to rectify the
defects merely on reason that further work has been carried out. No extra payment shall be made for
rectification.
11.
In the Schedule 'B' the work has been divided in to sections but notwithstanding this, every part of it shall be
deemed supplementary to and complementary of every other part.
12.
General directions or detailed of description of work, materials and items coverage of rates given in the
specification are not necessarily repeated in the Bill of Quantities. Reference is, however, drawn to the
appropriate section clause (s) of the General specifications is accordance with which the work it to be carried
out.
13.
In the absence of specific directions to the contrary the rates and prices inserted in the items are to be
considered as the full inclusive rates and prices for the finished work described there under and are to cover all
labour, materials, wastage, temporary work, plant overhead charges and profits, as well as the general
liabilities, obligations and risks arising out of the General conditions of contract.
14.
The quantities set down against the item in the Schedule 'B' are only estimated quantities of each kind of work
included in the contract and are not to be taken as a guarantee that the quantities scheduled will be carried out
or required or that they will not be exceeded.
15.
All measurements will made in accordance with the methods indicated the specification and read in conjunction
with the General conditions of contract.
16.
The details shown on drawings and all other information pertaining to the work shall be treated as indicative
and provisional only and are liable to variation as found necessary while preparing working drawing which will
be supplied by the Government during execution. The contractor shall not on account of such variation be
entitled to any increase over the ones quoted in the tender which are on quantity basis.
The recoveries if any, due from contractor will be effected as arrears of land revenue through the Collector of
the District.
17.
18.
Clause 101 to 107 of Specifications of Road Bridges work adhered herewith will be applicable to works as per
Schedule 'B' unless specified otherwise in the details specifications of the relevant items.
19.
All materials used in the construction shall conform to the requirements of Specifications Clause under Section
1000 "Materials for Structures" of Specification of Road and Bridge Work M.O.S.T. New Delhi, 1990 Edition.
20.
Extraneous materials and steps to minimise dust nuisance during construction shall be as per clause III of
M.O.S.T. Specification (Second Edition 1990).
32.
PROTECTION OF UNDERGROUND TELEPHONE CABLE AND AERIAL TELEPHONE WIRES
AND POLES, TRANSMISSION TOWERS, ELECT. CABLES AND WATER SUPPLY LINES:
During the execution of work it is likely that the contractor may meet with telephone cable, electrical cables,
water supply lines etc. it will, therefore, be the responsibility of the contractor of protect them carefully. All
such cases should be brought to the notice of the Engineer-in-charge by the contractor and also to the concerned
Department. Any damage whatsoever done to these cable and pipelines by the contractor shall be made good by
him at his cost.
33.
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 water for the use of labourers on work and in camps.
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(b)
The contractor shall construct trench or semi-permanent latrines for the use of the labourers. 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 of Banboos and Grass may be constructed.
(2)
A goods site not liable to submergence be selected on high ground remote from Jungle but well
provided with trees, shall be chosed wherever it is available. The neighborhood of tank, Jungle,
grass of wood should be particularly avoided. Campus should not be established close to large
cutting of earth work.
(3)
The lines of huts shall have open spaces of at least ten yards 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. Flower space at the rate of 30 sq. ft. 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, if he wants Government land, he should apply for it and pay
assessment for it, if made available by Government.
(6)
The contractor shall construct a sufficient number of bathing places. Washing places should also be
provided for the purpose of washing clothes.
(7)
The contractor shall make sufficient arrangements for draining away the surface and sullage water
as well as water from the bathing and washing places and shall dispose of this waste water in such
way as not to cause any nuisance.
(d)
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 suitable within 8 kms from the camp. In case of
emergency the contractor shall arrange at his cost of transport for quick medical help to his sick worker.
(e)
The contractor shall provide the necessary staff for effecting satisfactory drainage system and cleanliness of the
camp to the satisfaction of the Engineer. At least one sweeper per 200 persons should be engaged.
(f)
The Assistant Director of Public Health shall be consulted before opening a labour camp and his instructions on
matters such as water supply, sanitary convenience, the camp site accommodation and food supply shall be
followed by the contractor.
(g)
The contractor shall make arrangement or all anti-malarial measures to be provided for the labours employed
on the work. The anti-malaria measures shall be provided as directed by the Assistant Director of Public Heath.
34.
SAFETY CODE
Suitable scaffolds shall be provided for workmen for all works that can not safety be done from the ground or
from solid construction except such short period work as can be done safely from ladders. When ladder is used
an extra mazdoor shall be engaged for holding the ladder and if the ladder is used for caring materials as well,
suitable footholds and handholds shall be provided on the ladder and the ladder shall be given an inclination not
steeper than 1 to 4 (1 horizontal and 4 vertical).
Scaffolding or staging more than 3.25 meters above the ground of floors, swing and suspended from an
overhead support or erected with stationary support, shall have a guard rail properly attached, bolted, braced
and otherwise assured at least one meter high above the floor or platform of such scaffolding or staging and
extending along the entire length of the outside and ends thereof with only such opening as may be necessary
for the delivery of materials. Such scaffolding or staging shall be so fastered as to prevent it from swaying from
the building or structure.
Working platform, gangways and stairways shall be so constructed that they do no sagunduly or is more than
3.25 meters above ground level or floor level. It shall be closely boarded, have adequate width and be suitably
fenced as described in 2 above.
Every opening in floor of the building or in a working platform shall be provided with suitable protection to
present fall of persons or materials by providing suitable fencing or railing with minimum height of 1 meter.
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Safe means of access shall be provided to all working platform and other working places. Every ladder shall be
securely fixed. No portable single ladder shall be over 9 meters in length with between side rails in rungs ladder
shall in no case to less than 30 cms. for ladders up to and including 3 meters in length. For longer ladders this
width shall be increased at least 6 mm for each additional 30 cms. of length. Uniform step spacing shall not
exceed 30 cms.
Adequate precautions shall be taken to prevent danger from electrical equipment. No materials on any of the
sites shall be stacked or placed as to cause danger or inconvenience to any person or the public. The contractor
shall provide all necessary fencing and lights to project public from accident and shall be bound to bear
expenses of defence of every suit, action or other proceeding at law that may brought by any person for injury
sustained owing to neglect of the above precaution and to pay any damages and costs which may be awarded in
any such suit action or proceedings to any such persons or which may with the consent of the contractor, to be
paid to compromise any claim by any such person.
35.
EXCAVATION AND TRENCHING
All trenches, 1.5 meters or more in depth, shall at all times be supplied with at least one ladder for each
30 meters in length of fraction thereof. Ladder shall be extended from bottom of trench to at least 1 meter
above surface of the ground, sides of a trench which is 1.5 meters or more in depth shall be, bracing, so as to
avoid the danger of the sides collapsing. Excavated materials shall not be placed within 1.3 meters of edge of
trench or half of depth of trench, whichever is more cutting shall be done from top to bottom under no
circumstances shall undermining or undercutting be done.
36.
DEMOLITION
Before any demolition work is commenced and also during the process of the work.
(a) All roads and open area adjacent to the work site shall either the closed or suitably protected.
(b) No electric cable or apparatus which is liable to be a source on danger or a cable or apparatus used by operator
shall remain electrically charge.
(c) All practical steps shall be taken to prevent danger to person employed, from risk or fire of exposing or hooding.
No floor, roof or other part of a building shall be so overloaded with all necessary personal safety equipment as
considered adequate by the Engineer-in-charge shall be available for use of persons employed on the site and
maintained in a condition suitable for immediate use and the contractor shall take adequate step to ensure proper
use of equipment by those concerned.
(a) Workers employed on mixing asphaltic materials cement and lime morters concrete shall be provided with
protective footwear and protective goggles.
(b) Those engaged in handling any materials, which is injurious to eyes shall be provided with protective goggles.
(c) Those engaged in weld ling works shall be provided with welder's protective eyeshields.
(d) Stone breakers shall be provided with protection goggles and protective clothing and seated at sufficiently safe
intervals.
(e) When workers are employed in sewers and manholes which are in use. The contractor shall ensure that
manhole covers are opened and manhood at least for an hour before workers are allowed to get into them.
Manholes pened shall be cordened off with suitable railing and provided with warning signals or boards to
prevent accident to public.
(f) The contractor shall not employ men below the age of 18 and women on the work of painting with products
containing lead in any form wherever men above the age of 18 are employed on the work of lead painting the
following precautions shall be taken.
(g) When work is done near any place where there is risk of drown in all necessary equipment shall be provided
and kept ready for use and all necessary steps take for prompt rescue of any person in danger and adequate
provision made for prompt first aid treatment of all injuries likely to be sustained during the course of the
work.
(1) No paint containing lead or lead product shall be used except in the form of past or readymade paint
(2) Suitable face masks shall be supplied for use by workers when paint is applied in the form of spray or a surface
having lead paint dry rubbed and scrapped.
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(3) Overalls shall be supplied by the contractor to workmen and adequate facilities shall be provided to enable
working painters to wash during and on cessation of work.
Use of hoisting machines and shackle including their attachments, anchorage supports shall confirm to the
following :(a) (i)
These shall be of good mechanical construction round materials and adequate strength , and
free from potent defects and shall be kept in good repair and in good working order.
(ii)
Every rope used in hoisting or lowering materials or as a means of suspension shall be of
durable quality and of adequate strength and free from potent defect.
(b)
Every crane driver or hoisting, appliance operator shall be properly qualified and no person
under the age of 21 years shall be in charge of any hoisting machine including any
scaffolding.
(c)
In case of every hoisting machine and of every chain ring hook, shackle ownel and pulley
block used in hoisting or lowering or as means of suspension safe working load shall be
ascertained by adequate means. Every hoisting machine and all gear referred to bove shall be
paintly marked with safe working load.
In case of a hoisting machine having a variable safe working load, each safe working load
and the conditions under which it is applicable shall be clearly indicated. No part of any
machine or of any gear referred to above in this paragraph shall be loaded beyond safe
working load except for the purpose of testing.
(d)
In case departmental machines safe working load shall be notified by the Engineer-in-charge.
As regards contractor's machines the contractor shall notify safe working load of each
machine to the Engineer-in-charge whenever, he brings it to site of work and get it verified
by the Engineer- in-charge.
Motors, gearing transmission, electric wiring and othe dangerous parts of hoisting appliances shall be
provided with descent of load. Adequate precautions shall be taken to reduce to the minimum the risk of any part of a
suspended load becoming accidentally displaced when workers are employed. On electrical installations which are
already energised insulating materials wearing approved such as gloves, sleeves and coats as may be necessary, shall
be provided. Workers shall not wear any rings, watches and carry keys or other materials which are good conductors of
electricity.
All scaffolds, ladders and other safety devices mentioned or described herein shall be maintained in a safe
condition and no scaffold ladder or equipment shall be altered or removed while it is in use. Adequate washing
facilities shall be provided at or near places of work.
These safety provisions shall be brought to the notice of all concerned by display on a notice board at a
prominent place at the work spot persons responsible for ensuring compliance with the safety code shall be named
therein by the contractor.
(1)
To ensure effective enforcement of the rules and regulations relating to safety precautions, arrangements made
by the contractor shall be open to inspection by the Engineer-in-charge or his representative and the inspecting
officers.
(2)
Failure, to comply with the provision hereunder shall make the contractor liable to pay to the Department as
penalty an amount not exceeding Rs. 50 for each default and decision of the Engineer -in-charge shall be final
and binding.
Notwithstanding the above conditions 1 to 14 the contractor is not exempted from the operation of any other Act
for Rules enforce.
37
SCOPE OF RATES FOR DIFFERENT ITEMS OF WORK
For item rate contracts, the contract unit rates for different items of work shall be payment in full for
completing the work to the requirements of the specifications including full compensation for all the
operations detailed in the relevant sections of these specifications under "Rates". In the absence of any
directions to the contrary, the rates are to be considered as the full inclusive rate for finished work covering all
labour, materials, wastage, temporary work, plant, equipment, overhead charges and profit as well as the
general liabilities, obligations and risks arising out of the General Conditions of Contract.
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The item rates quoted by the contractor shall, unless otherwise specified, also include compliance with/supply
of the following :(1)
General works such as setting out, clearance of site before setting, out and clearence of works after completion.
(2)
A detailed programme for the construction and completion of the works (using CPM/PERT techniques) giving,
in addition to construction activities, detailed network activities for the submission and approval of materials,
procurement of critical materials and equipment, fabrication of special products / equipments and their
installation and testing and for all activities of the employer that are likely to effect the progress of work, etc.
including updating of all such activities on the basis of the decisions taken at the periodic site review meeting
or as directed by the Engineers
(3)
Samples or various materials proposed to be used on the work for conducting test their on as required as per
the provision of the contract.
(4)
Design of mixes as per the relevant clauses of the specifications giving proportions of ingredient, sources of
aggregates and binder alongwith accompanying trial mixes as per the relevant clauses of these specifications to
be submitted to the Engineer for his approve before use of the works.
(5)
Detailed design calculations and drawings for all temporary works (such as form work, staging, centering
specialised constructional handling and launching equipment and the like).
(6)
Detailed drawings for templates, support and end anchorage, details for prestressing cable profiles, bar bending
and cutting schedules for reinforcement, materials lists for fabrication of structural steel etc.
(7)
Steel test reports for all mild and high-tensile steel and cast steel as per the relevant provisions of the
specifications.
(8)
Testing of various finished items and materials including bitumen, cement, concrete, bearings as required
under these specifications and furnishing test reports/certificates.
(9)
Inspection Reports in respect of form work stagging, reinforcement and other items of work as per the relevant
specifications.
(10)
Any other data which may be required as per these specifications or the conditions of contract or any other
annexure/schedules forming part of the contract.
(11)
Any other item of work which is not specifically provided in the Bill of Quantities but which is necessary for
complying with the provisions of the contract; and
(12)
All temporary works, form work and false work.
Potions of road works beyond the limits and or any other work may be got constructed by the Employer
directly through other agencies. Accordingly, other agencies employed by the employee way be working in the
vicinity of the work being executed by the contractor. The contractor shall liaise with such agencies and adjust
his construction programme for the completion of work accordingly and no claim or compensation due to any
reason whatsoever will be entertained on this account. The Employer will be indemnified by the contractor for
any claims for any claims form other agencies on this account.
38.
PAYMENTS
(a) Running Bills
Two payments in a month will be granted by the Engineer-in-charge is the progress is satisfactory Contractor
should submit bills to the Engineer-in-charge in appropriate forms.
(b) Final Bill
The contractor should submit final bill within one month after completion of the work and the same will be
paid within 3 months if it is in order. Disputed item and claims, if any, shall be excluded form the final bill and
settled separately later on.
39.
HANDING OVER OF WORK
All the works and materials before finally taken over by University will be the entire liability of the contractor
for guarding, maintaining and making good any damages of any magnitude interim payments made for such
work will not alter this position.
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40.
CLAIMS
Bill 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 or the extras or claims not
covered in the appendices.
Claims for extra work shall be registered within 30 days of occurrence of the event. However bills for these
claims including supporting date/details may be submitted subsequently.
41.
QUALITY ASSURANCE AND MAINTENANCE (for works costing more than 100 lakhs)
Ensure the specified quality of work which will 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 one month from the date of work order. For the, the contractor shall submit an organisation chart of his
technical personnel to be deployed on the work along with their qualification, job descriptions defined the
functions of reporting, supervising, inspecting and approving. The contractor shall also submit list of tools,
equipment and the machinery and instrumentation which he proposed to use for the construction and for testing
in the field and/or in the laboratory and monitoring. The contractor shall modify /supplement the organisation
chart and list of machinery, equipment etc. as per the directions of the Vice-Chancellor and shall deploy the
personal 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
specification. He will have to get these approved from the Engineer-in-charge. The quality of the work shall be
properly documented through certificate, records, checklists and logbooks of results etc., such records shall be
complied from the beginning of the work and be continuously updated and supplemented and this will be the
responsibility of the contractor. The forms should be got approved from Engineer-in-charge.
Where the work is to be done on lump sum basis on contractor's design the contractor shall also prepare and
submit maintenance manual giving procedure for the maintenance with the periodicity of maintenance works
including inspection, tools and equipment to be used, means of accessibility for all part 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 with in this contract period.
42.
DRAWINGS (Contract Drawings)
The Contract Drawings for the tendering propose with the tender documents shall be used as a reference
only. Contractor should visualize the nature of the type of the work contemplated and to ensure that the rates
and price quoted by him in the bill of quantities take due consideration of complexities of work involved
during actual execution/construction as experienced contractors in the field.
The tendered rates/prices for the work shall be deemed in include the cost of preparation, supply the delivery
of necessary drawings, prints, tracings and negatives which the contractor is required to provide in
accordance with the contract.
43.
DOCUMENTATION
If so ordered by the Engineer-in-charge the contractor will prepare drawings of work at 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 supplied in triplicate along with a microfilm
of the same to the Engineer for the record and reference purposes at the contractor's cost.
43.1
PHOTOGRAPHS
The contractor shall take photographs at his own cost in 8"x10" glossy black print of each picture with a date
of exposure with 2 copies of each setting and shall handover to the Site Engineer along with the negative to
depict part of the work from time to time. The frequency of such photographs will be dependent upon the rate
of progress of work. Minimum one photograph per month will generally be required, but this many change or
alter as per the specific instructions of the Architects from time to time. In case more copies or setting than
this are required in the opinion of the architect the same shall also be provided by the Contractor as and when
required at an extra rate to be agreed mutually with the University. The photographs shall be handed over to
the University with negatives and shall become the property of University.
44.
CHANGE OF CEMENT CONTENTS ETC :
The tendered rates for any item, involving the use of cement shall apply to the quantity of cement specified for
the mix for that item in the specifications. If for any reasons/except those required for compensating the
deficiencies, in the components, the cement content and properties are altered by the Engineer (Engineer-in-
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charge) at any time or from time to time the tendered rates for that particular item and quantity or quantities,
shall be duly enhanced or reduced only to account for the addition or reduction in cost of the cement content
from that schedule 'A' of the contract plus 10 per cent to cover all other incidental charges whatever. Likewise
if any additives compounds water proofing materials etc., are ordered by the Engineer to be added to the
mortar or concrete, no extra rate shall be payable for this change which shall be carried out as per directions of
the Engineer-in-charge provided cost of such additives etc. is borne by University of these are supplied free of
costs to contractor at site by the Government.
45.
45.1
(a)
CEMENT CONCRETE
General
All concrete shall be controlled and machine mix unless otherwise directed by Engineer-in-charge. For
controlled or high grade concrete, the grading of aggregates shall be got approved from the Engineer.
(b)
The correct proportions and the total amount of water for the mix will be determined by means of preliminary
tests and shall be got approved by the Engineer. However, such approval dose not relieve the contractor from
his responsibility regarding the minimum works strength requirement work test shall be taken in accordance
with relevant codes specifications. All proportioning of aggregates shall be done by weight if so ordered by the
Engineer.
(c)
All mixing shall be done by mechanical means in approved mixers. The Engineer may at his discretion, allow
in writing hand mixing of concrete for minor items where small quantities are involved but in that case the
contractor shall increase the cement content of the mixture by 10 per cent without any extra cost.
(d)
The form work used shall be made preferably of steel or with lining of steel. Wooden shuttering may be
allowed at the discretion of the Engineer, e.g. lintels, small slabs and beams coping etc.
(e)
The concrete shall be mechanically vibrated for proper compaction by the method approved by the Engineer.
(f)
The concrete shall be cured only by a sweet portable water for full 21 days after the time or the period
specified in the detailed specification or as maybe directed by Engineer-in-charge.
45.2
FORM WORK AND STAGING FOR BRIDGE STRUCTURES
45.2.1
For bridge structure, forms or concrete shall be constructed of mild steel plates or marine plywood and be of
substantial and rigid construction true to shape and dimensions shown on the drawings. Where metal forms
are used all bolts and rivets shall be counter sunk and well ground to provide a smooth plane surface.
45.2.2
Forms shall be mortar tight and shall be sufficiently, rigid by the use of ties and bracing to prevent any
displacement of sagging between supports. They shall be strong enough to withstand all pressure, ramming
and vibration, without deflection from the prescribed lines occurring during and after placing the concrete
and shall be tight enough to prevent any appreciable loss of concrete during vibration. Screw jacks or hard
wood wadges where required shall be provided to make up any settlement in the form before or during the
placing of concrete.
45.2.3
Schedule camber shall be provided in horizontal members of structures, specially in long spans to counter act
the effects of any deflection. The form work shall be so fixed as to provide for such camber.
45.2.4
Forms shall be constructed as to be removal in sections in the desired sequence without damaging the surface
of concrete or disturbing other sections
45.2.5
Number of sets of staging and shuttering and equipment.
(For bridge works only)
In order to ensure completion of bridge within the stipulated period, the contractor shall have to arrange a
minimum number of sets of staging and shuttering as well as equipment of the required size for different
components as stipulated hereunder:
(i)
For Well foundations
(ii)
For other items of substructure
(iii)
For superstructure
(a) Staging and shuttering Sets.
(b) Equipment Sets.
(b) Equipment Sets.
(b) Equipment Sets.
Use of slip form shuttering wherever feasible will be preferred.
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45.2.6
Forms shall be constructed so as to be removable in sections in the desired squence without damaging the
surface of concrete or disturbing other sections.
46.
SETTING OUT,
(I)
ROAD WORKS
46.1
The contractor shall establish working bench marks in the area soon after taking possession of the site. The
reference Bench mark for the area shall be as indicated in the Contract Documents. The working bench marks
shall be at the rate of four per KM and also at or near all drainage structures over bridge and underpasses. The
working bench marks/levels should be got approved from the Engineer. Checks must be made on these bench
marks once every month and adjustments, if any, got agreed with the Engineer and recorded an upto date
record of all bench mars including approved adjustment, if any, shall be maintained by the Contractor and also
a copy supplied to the Engineer for his record.
46.2
The lines and levels of formation, side slopes, drainage, carriageways and shoulders shall be carefully set out
and frequently checked, care being taken to ensure that correct gradients and cross sections are everywhere
obtained.
46.3
In order to facilitate the setting out of the works, the centre line of the carriageway of highway must be
accurately established by the contractor and approved by the Engineer. It must then be accurately referenced
in a manner satisfactory to the Engineer, every 50 m. intervals in plain and rolling terrain and 20 m. intervals
in hilly terrain and in all curve points as directed by the Engineer, with marker pegs and change boards set in
or near the fence line, and a schedule of reference dimensions shall be prepared and supplied by the contractor
to the Engineer. The markers shall be maintained until the works reach finished formation level and are
accepted by the Engineer.
46.4
On construction reaching the formation level stage the center line shall again be set out by the contractor and
when approved by the Engineer shall be accurately referenced in a manner satisfactory to the Engineer by
maker pages set at the outer limits of the formation.
No reference peg or marker shall be moved or withdrawn without the approval of the Engineer and no
earthwork or structural work shall be commenced until the centre line has been referenced.
46.5
46.6
The contractor will be the sole responsible party for safeguarding all survey monuments, bench marks,
beacons, etc. The Engineer will provide to contractor with the data necessary for the setting out of the center
line. All dimensions and levels shown on the drawings or mentioned in documents forming part of or issued
under the contract shall be verified by the contractor on the site and he shall immediately inform the Engineer
of any apparent errors or discrepancies in such dimensions or levels. The contractor shall after or in
connection with setting out of the center line, survey the terrain along the road and shall submit to the
Engineer for his approval, a profile along the road center line and cross sections at intervals as required by the
Engineer.
46.7
After obtaining approval of the Engineer, work on earth work can commence and the profile and cross
sections shall form the basis for measurements and payment. The contractor is responsible for checking that
all the basic traverse points are in place at the commencement of the contract and if any are missing, or appear
to have been disturbed the contractor shall make arrangements in reestablish these points. A "Survey file"
containing the necessary data will be made available for this purpose. If in the opinion of the Engineer, design
modifications of the centre line or grade are advisable, the Engineer will issue detailed instructions to the
contractor and the contractor shall perform the modifications in the field, as required and modify the ground
levels on me cross sections accordingly as many times as required. There will be no separate payment for any
survey work performed by the contractor. The cost of these services shall be considered as being included in
the cost of the items of work in the Bill of Quantities.
46.7
The work of setting out shall be deemed to be a part of general works preparatory to the execution of work and
no separate payment shall be made for the same.
(II)
SETTING OUT FOR (BUILDING WORKS)
The Engineer-in-charge shall furnish the contractor with only the four comers 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.
Contractor
University Engineer
90
The contractor shall provide, fix and be responsible for the maintenance of all stakes, templates, level marks,
profiles and other similar thing and shall take all necessary precautions to present their removal or disturbance
and shall be responsible for me consequence or such removal or disturbance should the same take place and
for their efficient and timely reinstatement. The contractor shall also be responsible for the maintenance of all
existing survey marks, boundary marks, distance marks and centre 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 relieve 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 roads, 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 centre, longitudinal of face lines
and cross lines shall be marked by means of small masonary pillars. Each pillar shall have distinct mark at the
centre to enable theodolite to be set over it. No 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.
(II)
SETTING OUT FOR (BRIDGE WORKS)
Immediately on receipt of the work order, the Contractor shall at his own expense clean the site and take up a
provisional and final setting out and lining out of the work under the supervision of his responsible
representative and shall provide necessary material, labour, tools, instruments, etc. required for the same.
One tentative abutment location will be indicated by the Engineer-in-charge and the center line of the bridge
shall be defined by him the contractor will then have to fix up the location of the other abutment. The abutment
location will then be verified by the Department and may be adjusted. Once the final location of abutments is
so finalised, it will be the contractor's responsibility to line out and locate the remaining foundations.
The Contractor shall be responsible for true and proper setting out the works and for the correctness of the
positions, level dimensions and arrangements of all parts of works, and for providing all necessary instruments,
appliances and labours in connection therewith at his own cost. Officers may assist the contractor in proper
setting out. Government instruments may be allowed to be used for setting out of work for which no cost shall
be recovered from the contractor. If at any time during the progress of work, any errors arise in regard to levels
or dimensions or alignment of any part of the work, rectification thereof, on being required to do so, will be
carried out by the contractor at his own cost, unless such errors are based on incorrect data, supplied in writing,
by the Engineer or his authorised representative in which case the expenses of the rectification shall be
refunded by Government.
The checking of any setting out or checking of levels by the Engineer or his authorised representative shall not
in any way relieve the contractor of his responsibility for the correctness thereof. The contractor shall carefully
protect and preserve all bench marks, site rails, pegs and other things used in setting out or works.
Contractor
Contractor
University Engineer
University Engineer
91
Statement showing theoretical rates of consumption of cement for various items accompaniment to circular
recorded under Superintending Engineer, P.W.D. Circle, Ratnagiri‟s No. RC/DB/6727, dated 9-11-1984
Sr.
No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
Item in Brief
(A) PLASTERING
6mm Thick Cm 1:3
6mm Thick Cm 1:4
12mm Thick Cm.1:3
12mm Thick Cm.1:4
12mm Thick Cm 1:5
20mm Thick Cm 1:3
20mm Thick Cm 1:4
20mm Thick Cm 1:5
25mm Thick Cm 1:4
sand faced plaster
Rough cast plaster
BB coba 112mm Avg. Thickness water proofing treatment Thick Cm 1:3
Damp proof course 40 mm Thick
50 mm Thick Cement Mortar 1:8 below plinth beam
25 mm Thick C.M. 1:3
BB coba in sunk C.M.1:3
50 mm Thick CM.for R.C.C jali
Surface drain 12" wide and 18 " average depth Cement Concrete Flooring
Cement Concrete Flooring 1:2:4
Cement Concrete Flooring 1:2:3
450 mm (18" dia)
600 mm (24" dia)
750 mm(30" dia)
900 mm(36" dia)
1200 mm(48" dia)
300 mm and 150 mm dia
Stone ware pipes with P.C.C
Stone ware pipe / C.I. Pipes without P.C.C
Intercepting Chamber (Sewer Trap)
Circular Manhole (45 cm. dia)
W.H. Basin / Sink
Steel Ladder fixing
RCC M-20 grade concrete for slab, columns , footings, beams, Chajja,
pardi porch etc .(minimum Cement required)
R.C.C. M-15 Concrete Grade
Tuck pointing for stone masonry
pointing C.M. 1:3 for laterite stone/brick masonry
(a) pointing C.M.1:3 for brick/laterite stone masonry
Flooring of all types of tiles
Shahabad stone flooring
White glazed tile for flooring and dado
Cement concrete flooring C.C. 1:2:4 (40mm. th)
Contractor
Unit
Cement
Consumption
in Bags
Sq. M.
Sq. M.
Sq. M.
Sq. M.
Sq. M.
Sq. M.
Sq. M.
Sq. M.
Sq. M.
Sq. M.
Sq. M.
Sq. M.
Sq. M.
Sq. M.
Sq. M.
Cu. M
Sq. M.
Rg. M
Sq. M.
Sq. M.
Rg. M
Rg. M
Rg. M
Rg. M
Rg. M
Rg. M
Rg. M
Rg. M
NO
NO
NO
NO
Cu. M.
0.065
0.054
0.129
0.107
0.097
0.194
0.14
0.13
0.20
0.25
0.25
0.55
0.25
0.225
0.28
4.00
0.10
1.50
0.365
0.406
0.12
0.16
0.20
0.22
0.26
0.10
0.25
0.10
3.90
6.70
0.10
1.00
7.00
bags
bags
bags
bags
bags
bags
bags
bags
bags
bags
bags
bags
bags
bags
bags
bags
bags
bags
bags
bags
bags
bags
bags
bags
bags
bags
bags
bags
bags
bags
bags
bags
bags
Cu. M.
Sq. M.
Sq. M.
Sq. M.
Sq. M.
Sq. M.
Sq. M.
Sq. M.
6.00
0.05
0.025
0.03
0.135
0.135
0.20
0.24
bags
bags
bags
bags
bags
bags
bags
bags
University Engineer
92
Sr. No.
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
Item in Brief
Cement concrete flooring C.C. 1:2:4 (50mm. th)
Dado with all type of tiles
Dado with Shahabad stone
Fixing W.C. pan with flushing cistern
Fixing gully trap including C.C. bedding etc.
Inspection chambers including C.C. bending brick masonry plastering
and channels, etc
(a) 600mm x 450 mm
(b) 900mm x 450 mm
Fixing Nahani Trap
(B) C.D. WORKS
Trap stone / Lat. stone paving in C.M. 1:3
C.M. Coping (1:3) 45 cm. wide and 5 cm. thick
laying I.R.S. pipes ( NO. 3 )
(a) 450mm. dia (18")
(b) 600mm. dia (24")
(c) 900mm. dia (36")
(c)BRIDGES
U.C.R. masonry in C.M. 1:5 for foundation
Laterite masonery on C.M. : 1:6
C.C. M-150 for bottom plug well/pile caps, pier caps, well curb, blocks
ballast wall, kerb , Box retums, etc.
C.C. 1:3:6 for foundation top plug cast in situ piers /abutements etc.
M-200 for wall curb, stening, per caps ballast wall, kerb box retums
M-100 foe well stening bottom plug etc.
(a) C.R. masorny in C.M. 1:5 with C.P.1:3 on outside for abutements
retums wings parapet etc.
(b) C.R. masorny in C.M. 1.5 with C.P. 1:3 on outside for pipes
C.C. 1:3:6 with plums (15%) for abutements, retums, wings, piers etc.
M-250 for blocks bellow bearing
C.C. 1:2:4 for solid slab, deck, slab, arches
R.C.C. parapet
Fixing marble tablet
Railing with R.C.C. posts
Contractor
Sq. M.
Sq. M.
Sq. M.
NO
NO
Cement
Consumption
in Bags
0.30 bags
0.185 bags
0.185 bags
0.25 bags
1.20 bags
NO
NO
NO
2.40 bags
3.60 bags
0.10 bags
Sq. M.
Rg. M
0.48 bags
0.19 bags
Rg. M.
Rg. M.
Rg. M.
0.30 bags
0.38 bags
0.77 bags
Cu. M.
Cu. M.
Cu. M.
1.70 bags
1.05 bags
6.00 bags
Cu. M.
Cu. M.
Cu. M.
4.40 bags
7.80 bags
3.60 bags
Cu. M.
1.87 bags
Cu. M.
Cu. M.
Cu. M.
Cu. M.
Cu. M.
Rg. M.
Rg. M.
3.00 bags
3.80 bags
11.20 bags
6.00 bags
0.80 bags
0.26 bags
0.21 bags
Unit
University Engineer
93
ADDITIONAL
CONDITIONS FOR
MATERIAL TO BE
BROUGHT BY
CONTRACTOR
Contractor
University Engineer
94
ADDITIONAL CONDITIONS FOR MATERIALS
(CEMENT, HYSD/T.M.T./MILD STEEL BARS, HIGH TENSILE STEEL BARS) ETC.
TO BE BROUGHT BY CONTRACTOR
1.
All the materials such as cement, MILD/HYSD steel bars, Granite, Mosaic, Kota, Tiles and
Electrical item etc. required for execution of work shall be brought by the contractor at his own cost.
2.
The contractor shall maintain the record of these materials (cement, steel, bulk asphalt etc.) in the
prescribed proforma and registers as directed by Engineer-in-charge. The sample of prescribed
proforma is attached at the end. 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.
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.
3.
The material required only for this work shall be kept in the godown at site. No material shall be
shifted outside of the godown site except for the work for which this agreement is entered, without
prior approval of the Engineer-in-charge.
4.
The materials i.e. cement, steel, Granite, Mosaic, Kota, Tiles and Electrical/Plumbing Item etc.
brought on the work site shall be accompanied with necessary company / manufacturing firm‟s test
certificates. In additions these materials shall be tested as per frequency prescribed by the department
and the cost of such testing shall be borne by the contractor. If the test results are satisfactory, then
and then only the material shall be allowed to be used on the work. If the test results are not as per
standards prescribed, these materials shall be immediately removed from the work site at
contractor‟s cost. In case of cement, if so requested by the contractor in writing, material shall be
allowed to be used before receipt of test results but this will be entirely at the risk and cost of the
contractor.
5.
The contractor shall produce sufficient documentary evidence i.e. bill for the purchase, Octroi
receipts etc., bill for the purchase of materials brought on the work site at once if so requested by the
Department.
6.
All these materials i.e. cement, steel, etc. shall be protected form any damages, rains etc. by the
contractor at his own cost.
7.
The contractor will have to erect temporary shed of approved specifications for storing of above
material at the work site at contractor‟s cost having double locking arrangement ( By double lock it
is meant that godown shall always be locked by two locks one lock being owned and operated by the
contractor and other by Engineer In charge or his authorized representative ) and the doors shall be
openable only after the both locks are opened.
8.
If required the weight of cement bags, steel etc brought by contractor at his own cost
9.
The contractor shall not use cement and other materials for the item to be executed out the scope of
this contract accept for such ancillary small items as are connected and absolutely necessary for this
work as may decided by Engineer In charge
10.
The Government shall not be responsible for the loss in cement, steel, granite, marbles, tiles and
electrical / plumbing items during transit to work site.
The cement brought by the contractor at the work site store shall mean 50 kg, equivalent to 0.0347
cum. Per bag by weight . The rate quoted should correspond to this method by reckoning. In case of
Contractor
University Engineer
95
ordinary/ controlled concrete, if cement is found short, the shortage / shortages will be made good by
the contractor at his cost.
11.
INDEMNITY
The condition regarding indemnity as defined on page no …... at sr no 4 will be applied mutatis
mutandis in case of materials bought by contractor at the site for the execution of work being
executed under this contract.
12.
In case the materials brought by the contractor become surpluses owing to change in the design of
the work the materials should be taken back by the contractor at his own cost after prior permission
of Engineer In charge
13.
All empty bags or empty asphalt drums shall be the property of the contractor and same shall be
removed immediately after completion of work.
Contractor
University Engineer
96
SPECIAL CONDITIONS
Contractor
University Engineer
97
SPECIAL CONDITIONS
All equipments and workstations to have purchase receipts and in brand new condition state to be put
at site office immediately after issuing the work order.
1)
Contractor/firm shall provide Brand New One number of latest version DESK TOP (Core to I-5,
3rd Generation Processer) with minimum 500GB HDD & 4 GB RAM. HDD loaded with licensed
operating system, latest MS Office Software, A1 size Printer, A4 size printer (all in one) and
inverter (2 Hours Battery Backup ) etc. along with A.M.C. All license should be in the name of
University Engineer, Dr. Balasaheb Sawant Konkan Krishi Vidyapeeth, Dapoli.
2)
Contractor / firm / Agency shall provide one number of Godrej make office table of size 4‟.6 × 3.00‟ ×
2.6‟ with both side sufficient drovers with locking arrangement. Two revaluing chair of approved
make, big size office cupboard of standard make with locking arrangement, five chair of PVC
3)
All the quantities below plinth level are approximant and over plinth TMT steel and R.C.C. work are
approximate and likely to be change as per site condition and final design
4)
Electrification and water availability will have to be checked by the contractor before quoting tender.
5)
The contractor has to construct additional site office including one meeting hall and two rooms for
clients and Architect engineers office. False ceiling shall be done to meeting room and this two rooms,
with toilet facilities shall be provided to rooms and meeting hall. Big table of along with ten plastic
chair shall be provided in meeting hall. and two small tables of along with three plastic chairs shall be
provided to rooms. Ceiling fans shall be provided. Electricity shall be suit for Fans, tubes, plugs, water
purifier, and other small requirements as possible. G. I. sheet shall be provided.
6)
The levels shown in drawings are all tentative. Final levels will be decided by the Architect after lining
out.
7)
The line out shall be marked by the contractor by using total station at his own cost.
8)
All sanitary pipes etc. to be fixed with “Fischer” S -10, plugs, mechanism, at no extra cost if it is not
mentioned plumbing and sanitation work.
9)
The Contractor should strictly follow instructions given by the Architect and Clients engineer or his
representative during his site visit and implement these before his next visit during every Subsequent
visit. Xerox copy of the earlier visit report showing compliance of visit points should be kept ready.
10)
Some items mentioned in the schedule B are provisionally which may be or may not be executed on
site . No any claim will be entertained for deleting these items.
11)
The Civil Contractor shall work in close harmony with other contractors like; Plumbing and sanitary
contractor, Electrical Contractor and fire fighting contractor. He shall arrange the sequence of work
such a manner, that work is not hampered. The chases and holes of Plumbing and sanitary work,
Electrical work and fire fighting work shall be make good as matching to surrounding surface
with chicken mesh at his own cost if not mentioned in schedule B
12)
Detailed item measurements along with steel measurements should be submitted According to levels
shall be submitted by the contractor to Architect / Clients engineer for scrutiny purpose.
13)
No extra rate will be paid for special Curvilinear / inclined / sloped form work for R.C.C. and Masonry
works.
14)
No extra rate will be paid for
1) centering for heavy slab
2) Multiple heighted scaffolding
3) Centering design for all types of R.C.C. Work from expert centering designer..
Contractor
University Engineer
98
15)
Floor height means verging slab to slab height .and it should be as per drawings.
16)
All extra holes in beams , walls , parapet, chajja, etc. will have to be provided as directed or as per
drawing and make good finished free of charge for electrical and plumbing and fire fighting work.
17)
All the shop drawings of reinforced steel bar binder , Tubular / Square pipe steel work, Railing and
grill work , sanitation and water supply work shall be got approved from Architect before starting
final work and also submit as built drawing after completion of that work at the time of running bills
verifications. If not submitted part rate shall be done.
18)
The Contractor has to workout item rate considering additional wording mentioned in schedule „C‟
along with specification mentioned description of item and according to red book specification and
company specified in schedule „C‟
19)
The item mentioned at Sr. no. 1, 2, & 5 are to be provided on site by the contractor / firm after
the issuing of work order within one months and handed over the same to the University after
the completion of the work except Sr. No. 5
20)
If the agency / Contractor has failed to full fill above conditions recovery of the said will be made as
per current market rate and these amount will be recover from the running bill of contractor and
which is binding on contractor.
Contractor
University Engineer
99
ADDITIONAL
SPECIFICATION
Contractor
University Engineer
100
ADDITIONAL SPECIFICATIONS
The contractor shall achieve that following requirements in respect of quantity of work and his
contract rate shall provided for the same.
1.1
ADMIXTURES :
Whenever necessary the admixture should be used to achieve the required workability. The type of
admixture should be got approved from Engineer-in-charge. The rate is inclusive of all admixtures
etc. if found necessary.
1.2
CEMENT IN CONCRETE :
For this purpose the conditions mentioned in additional specifications on Page 119 to
139 shall be applicable.
1.3
WATER/CEMENT RATIO :
For high quality concrete of low permeability, the water/cement ratio shall be as per IS 456 and mix
design, more than 0.45 and preferably 0.40 or less subject to the attainment of adequate workability.
1.4
CURING FOR CONCRETE :
Special attention shall be paid to curing of concrete in order to ensure maximum durablity and no
minimize cracking. Concrete shall be cured with fresh water whenever it is possible to ensure that
the concrete surface cab 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 (themal 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 membrances 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. Special mix design should be carried out for the concrete to be used for making
concrete cover blocks.
(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 biding wires shall be carefully turned inwards so that they do not
project out of concrete and start rusting action. Plastic coated galvanised wires shall be used.
Wherever possible polythene binding string and polythene bar grips shall be used, after making sure
that these do not result in loss of bond or chemical reaction with concrete. The use is subject to
approval of Engineer-in-charge.
1.7
BAR SPACING : As per relevalnt I.S. codes and as detailed design drawing or as directed by
Engineer-in-charge.
1.8
HOLLOWS IN CONCRETE: After concreting is complete the concrete surface articularly where
there is congestion of reinforcement, shall be tested by light hammering of if possible by Schmidtz
hammer. Any portion showing signs of hollowness should be grouted immediately.
Contractor
University Engineer
101
SPECIFICATION FOR FORMWORK AND STEEL, CENTERING :I)
1.1
FORMWORK :
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 from Engineer before any
formwork is taken up.
1.3
The contractor shall entirely be responsible for the adequacy and safety for false work notwithstanding 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 material to be used the steel shuttering/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. Mild steel plates or
plywood shall be used for slab and beam bottoms.
2.2
The timber shall be accurately spawned planed on the sides and the surface coming in contact with
concrete.
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)
3.1
TOLERANCE :
The formwork shall be made so as to produce finished concrete true to shape, lines level 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 palce.
3.2
Tolerance given above are specified for local aberrations in the finished concrete surface and should
not be taken as tolerance for the entire structure taken as a whole or for the setting and alignment of
formwork which should be as accurate as possible to the entire satisfaction of the Engineer, Errors if
noticed in any lift/tilt of the structure after stripping of forms, shall be corrected in the subsequent
work to bring back the surface of the structure to its true alignment.
4)
SPECIAL PROVISION : Whenever the concreting of thinner members in required to be carried
out within shutters of considerable depth, temporary openings in the side of the shutters shall, if so
directed by the Engineer be provided to facilitate the puring and consolidation of the concrete. Small
temporary openings shall be provided as necessary at the bottom of shutters of walls and deep beams
to permit the expulsion of rubbish etc.
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 by subjected at the time of striking but not before the
period as mentioned in IS : 456-2000 where ordinary portland cement is used.
Contractor
University Engineer
102
II)
1.
STEEL CENTERING :
Work include : Erecting steel centering with contractor‟s material comprising of standard steel
adjustable props and standard steel trusses / joists / spans, centering place for bottom of slab and
steel plats for bottom of beams etc. of adequate strength properly balanced for obtaining adequate
rigidity to with stand all load 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 standards
adjustable/ fixed props. H type frames etc shall be designed by the contractor and approved from the
Engineer before commencement of its erection. The contractor with the prior approval of the
Engineer shall use standard steel centering arrangement which may be manufactured by the reputed
firm.
3.
The supporting arrangement designed by the contractor shall conform to the relevant I.S. code and
standard practice adopted in this type of work. The centering arrangement shall be adequately braced
and properly secured by using appropriate type of fastenings and fixtures to ensure stability and
rigidity of the centering to withstand all loads coming on it. The entire responsibility for design,
erection, maintenance and safety etc. will exclusively rest with the contractor. The Engineer reserves
right to call detailed design calculations of the entire centering or part there of to verify its stability
and also reserve tight to reject entire centering arrangement or part there of and any material used for
the centering in the event of which the contractor shall have to arrange for its replacement at his own
cost.
SPECIFICATIONS FOR CONCRETE WORKS :
1.
a)
DESIGN OF CEMENT CONCRETE MIXES :
All the cement concrete of grade M-15 and higher strength shall be done with proper mix design as
per IS : 10262 – 1982 and shall confirm to the durability and other requirements of IS 456 2000. The
mix design shall be got approved from the University Engineer from time to time whenever there is
change in the source and type of cement and aggregates and change in the gradation of aggregates.
b)
The design of concrete mixes for various concrete items in the work shall be obtained by the
contractor as his cost from and approved laboratory. The contractor shall submit in advance details
of such design to the Engineer-in-charge for his prior approval.
c)
For concrete of Grade M – 15/M – 20/ M – 25.
Preliminary mix design must be carried out from an approved Govt. laboratory, for subsequent
changes field mix design shall be acceptable. However incase the University Engineer has difficulty
in acceptance of the field mix design, laboratory mix design shall be got done by the contractor from
approved laboratory as his own cost. Cement, fine aggregate and coarse aggregate must be used by
weight only according to the requirement of the approved mix design.
d)
The concrete mix design shall given target strength of 1.33 times the working strength.
e)
The minimum size of aggregate permissible shall be as per para A-7 of Page – 8 f of standard
specification book of 1979 Edition Vol. 1.
f)
The provision of the specification No. B-7 at page-38 to 40 of Vol. 1 1979 Edition of standard
specification book for controlled concrete shall be applicable for all the structural concrete items.
The maximum water cement ratio shall be 0.45. The mix design shall be done accordingly.
g)
All the expenses of preliminary mix design, subsequent field/laboratory mix design, work tests, shall
be borne by the contractor.
Contractor
University Engineer
103
2.
FROMWORK FOR CONCRETE WORK : The forms of concrete shall be of the materials as
directly by the University Engineer-in-charge and shall preferably be of steel of plywood, forms shall
be of the required shape, profile and lines. Suitable devices shall be used hold corners, adjacent ends,
edges of panel or other forms together in accurate alignment. The forms and joints shall tight
enough. Forms used for circular curved or structures of anusual 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 of while placing concrete. Their design and
layout shall be got approved from the University 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 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 remove gradually and slowly without distribution
the concrete. Centering and shuttering shall not be removed before the design strength is achieved.
4.
MIXTURE OF CONCRETE : Design mix concrete as well as nominal mix concrete shall be
mixed by following the provision in Standard specification at B. 6.4 unless otherwise directed by the
Engineer. Unless otherwise agreed by the Engineer concrete shall be mixed in a batch type mixer of
such other type of mixer as the Engineer my 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 the Engineer.
7.
WORKING IN EXTREME WEATHER : During windy weather sufficient protection shall be
provided to prevent the cement from being blown away during the process of proportioning and
mixing, during wet weather, the concrete shall be adequately protected as soon as it is placed in
position.
No concreting shall be carried out during period of continuous heavy rains unless, it is completely
covered during mixing, transporting and placing, in extreme hot weather, concreting shall be
restricted to morning and evening. 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
safely of architectural concept shall be rejects.
(b)
Surface defects of a minor nature shall be rectified generally as indicated below by the
contractor.
i)
Contractor
Surface defects which require rectification when forms are removed usually consist of bulges
due to movement of forms, ridges at form joints, honeycombed areas, damage resulting from
University Engineer
104
the stripping of forms and both hole. Bulges and ridges shall be removed by careful chipping of
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 path. Both 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 of formed surfaces by pressing the form material
against the patch while the mortar is still plastic.
iii)
Large and deep 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.
CONSTRUCION 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 content for different exposures and sulphate attack are given in
Tables 4 and 5 o I.S. 456, 2000 shall be followed for design mix.
11.
TESTS AND STANDARD OF ACCEPTANCE :
11.1
Tests and standard of acceptance criteria of design mix concrete and nominal mix concrete shall be
as follows :
Sampling and testing of concrete shall be done as per provision of section B. 6.12 of standard
specifications, Acceptance criteria for strength of concrete shall be as per IS 456-2000.
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 as 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.
13.
WEEKLY PROGRESS REPORT
The Contractor will submit weekly progress report to the University and Architect / Engineers
mentioning work done, stages of work, labour and material at site, material issued by the University,
requirement of drawing and other relevant details, failing which, the Architect / Engineers may
withhold issue of interim certificates.
14.
VISITS OF CONTRACTORS TO ARCHITECT OFFICE
The Contractor/his chief Site Engineer should attend Architects head office at least twice a month for
solving of difficulties / coordination / clarification etc. to ensure that the tempo of work is not
hampered.
15.
HONEYCOMBING OF CONCRETING WORK
Contractor
University Engineer
105
All concreting work should be in form finish. Honeycombing patchwork will have to be done only
after the Architect / Structural engineer / Engineer‟s visit. If major honeycombing is there, special
grouting / polymer modified mortar plastering, for making good is to be done by specialized agency
as suggested by the Engineer, at the Contractor‟s cost.
16.
DISMISSON OF CONTRACTOR EMPLYEE AND SUB CONTRACTORS
The Contractor shall , on request of the Architect/University, immediately dismiss from the works
any person employed thereon by him, who may, in the opinion of the Architect/University, be
incompetent or misconducts himself, and such a person shall not be again employed on the work
without permission of the Architect/University. The Contractor will get the list of Sub-Contractors
approved from the Architect/University well in advance. The Architect/University reserves the right
to reject or ask to remove from the works any Sub-Contractor at his discretion.
17.
DEFECTS DURING CONSTRUCTION AND AFTER COMPLETION
If any cracks, defects, shrinkage, settlement or any other fault, arising in the opinion of the Architect/
University from materials or workmanship is not being in accordance with the contract, appears
during construction and within the Defects Liability Period , these shall be corrected and made good
to the Architect/University satisfaction by the Contractor at his own cost within time limits given by
the Architect/University, failing which, the University shall make deduction from any amount due to
the Contractor or claim any reasonable amount for the same, the amount being decided at the
University/Engineer's discretion. If any fault appear within the Defects Liability Period, but not due
to bad workmanship or materials, the Contractor shall carry out due repairs for which the University
will pay reasonable amount certified by the Architect . If, at any time before the completion of work,
any defects are noticed in materials used or in workmanship or if any work is not as per drawings
and/or instructions used, the Contractor shall forthwith do the necessary rectifications at his own
cost. All cracks in plaster due to shrinkage or weather appearing during the period lf execution shall
be made good without claiming extra cost, using best available chemical repairs / grouting methods
approved by the Architect / University .
17.1
On completion of the defects liability period/s, the Contractor shall immediately inform the
University that the period/s is/are over, whereupon the University shall jointly inspect the building
with the Contractor and all defective and incomplete works and damages resulting there from be
rectified and put right by the contractor at his own cost as per instructions of the Architect /
University Engineer and within the time limits set by him. The Architect / University will,
thereupon, re-inspect the works carried out and report the University regarding the refund of the
security deposit amount .
18.
18.1
SAMPLES AND TESTS
Only materials of make specified in contract shall be used for construction, materials samples are
required to be submitted for approval shall be used on the work until such approval has been given
by the University in writing, at the Contractor‟s risk and expense.
18.2
Following building materials involved in R.C.C. work and steel work shall conform to following ISI
specifications. The University may, in case of doubt or periodically, ask the Contractor to carry out
tests to check the material as to their conformance, with latest revision of IS specifications as follows
Cement :
A]
a] 33 grade ordinary Portland cement
b] 43 grade ordinary Portland cement
c] 53 grade ordinary Portland cement
d] Rapid Hardening Portland cement
e] Portland slag cement
f] Portland pozzolana cement (Fly ash based)
g] Portland pozzolana cement
(Calcined clay based)
- IS 269
- IS 8112
- IS 12269
- IS 8041
- IS 455
- IS 1489 (Part I)
- IS 1489 (Part II)
h] Low heat Portland cement
- IS 12600 (Part I)
Contractor
University Engineer
106
B]
C]
D]
E]
F]
G)
H)
J)
K)
l)
M)
N)
O)
P)
Q)
R)
S)
Course & fine aggregate
Water
Steel :
- IS 383
- IS 3025 – 1964 (Part 22 and 23)
a]
b]
- IS 432 (Part I)
- IS 1786
Mild steel and medium tensile steel
High strength deformed steel ()
Cold twisted deformed bars
c]
High strength deformed steel ()
Hot rolled
d]
High drawn steel wire fabric
e]
Structural steel
Admixtures
Design mix
Pan vibrator
Immersion vibrator for consolidated concrete
Form vibrator
Test for determining Aggregate impact
Value of soft, course aggregates
Methods of test for aggregate for concrete
Code of practice for stone masonry
Safety code for scaffolding and ladders
Specification for ready mix concrete
batching plant and mixing plant
Hand operated mixer
Vibratory plate compactor
Safety code for working with construction
Machinery
- IS 1139
- IS 1566
- IS 2062 – Grade A
- IS 9103
- IS 10262
- IS 3366
- IS 3358
- IS 4656
- IS 5640
- IS 2386
- IS 1597
- IS 3696
- IS 4926
IS 2722
- IS 5891
- IS 5889
- IS 4925
18.3
Full payment of structural concrete items will be made only after confirmation that the concrete test
reports meet the desired minimum strength standards as per IS 516. It is the Contractor‟s
responsibility to take cubes as per requirements, serially and signed by the site in charge, and get
them tested at his own cost from the Govt. laboratory. A log book of test reports is to be kept. In case
of interim certificates, the Contractor will be paid only 85% of the full amount due to him, pending
these test results. Method of testing for strength of concrete shall be as per latest codes. If decided by
structural engineer contractor has to take digital hammer / core test of concrete at his own cost.
19.
UNIVERSITY‟S RIGHTS
19.1
The Contractor shall allow the University to occupy and use part or whole of the structure when
asked by the university in writing. The Contractor shall hand over the completed work to the
University, after receipt of all legitimate dues and on receipt of letter to that effect from the
Architect/Engineers.
If at any time before virtual completion of the work, the University, with intimation of the
Contractor, shall take possession of any parts of the same for handing over to the finishing
Contractor or other agency, then, notwithstanding anything expressed or implied elsewhere in this
contract:
a)
Such part or parts shall not be deemed to be virtually completed.
b)
The Contractor shall not claim that such part or parts are complete and request refund for
amounts pertaining to such part / s.
c)
Virtual completion of such part or parts would occur on the completion of all the related
items in this contract pertaining to these parts of the work.
19.2
Contractor
University Engineer
107
SPECIAL CONDITIONS
FOR SANITARY AND WATER SUPPLY
1.
2.
SPECIFICATION
The technical specification attached here with gives general guidelines & minimum Standards for
equipments material & workmanship, however it is the responsibility Of the contractor to meet the
statutory provision & local codes.
SCHEDULE OF WORK
The schedule of work indicates the scope & quantity of the work estimated at the time Of
preparation of this tender .The quantity indicated are based on rough estimate on the basics of the
drawings an subject to variation due to the side condition .also additional.
Requirements may arise during the installation & deletion or replacement of items. Hence there shall
be variation in quantities indicated & the unit rates quoted shall remain Firm during the contract
period.
3.
STANDARDS & REGULATIONS
Each section indicates the Indian standard specification to be followed . it is the Responsibility of
the contractor to meet the statutory regulation local codes & other Relevant standards &
specifications connected to the work being carried out.
4.
4.1
INSPECTION & TESTING
The Consultants / clients have the right to inspect the plants , equipments & Material at
manufacture‟s work or at site at any stage & reject the materials that is substandard or does not meet
the requirements of the specification & codes.
4.2
The contractor shall provide at his cost at site & elsewhere instruments & appliances For testing &
equipments & installation at various stages of manufacturing /installation. These instruments shall be
got tested & calibrated for their accuracy & performance form the approved institutions.
4.3
The inspection & testing carried out by the consultants/clients/third party dose not relieve the
contractor of their responsibility of carrying out routine inspection during each stage procurement,
manufacture & installation & also meeting the intents & requirements of the specifications &
statutory requirements.
4.4
All equipments & the installation to be tested in the presence of the consultant / clients after carrying
out necessary rectification, adjustments & balancing .four sets of the test readings should confirm to
the specification, equipment data, standards & codes.
5.
TRAINNING
The operating staff of the clients shall be trained free of cost for the operation, Maintenance
overhauling etc. of the equipments & installation.
6.
STATUTORY INSPECTION
The contractor shall be fully responsible for meeting all the statutory obligation & local Inspectorates
pertaining to the works carried out by them. The contractor should prepare all working drawings &
obtain approval of competent authorities & also have the Equipment & installation inspected & got
approved.
All official fees will be paid by the clients directly against demand in writing from the appropriate
authorities & all other expenses for submission & approval of the various relevant statutory bodies
shall be embodied in the tender prices. You shall also do the Necessary liaison work with the power
supply company on client‟s behalf.
7.
DEVATIONS
7.1
Should the tender wish to deviate from the provision of specification & drawings, the same shall be
indicated separately along with supporting drawing & specifications to decide the merits of such
Contractor
University Engineer
108
deviation. In the absence of any deviation it is deemed that the tender is fully satisfied with the
intents of specification & drawings & their compliance with the statutory provisions & codes.
7.2
However the offer shall be strictly on the basis of tender specification & Schedule of material. The
offer for the deviated items shall be furnished separately.
8.
8.1
REFFERANCE DRAWINGS
The drawing issued with the tender & shown in section 21.3 are basic diagrammatic drawings & are
parts of the tender documents. contractor shall preserve one set of this drawing in good condition
incorporating all modifications carried out from time to time during the erection period at the site &
shall return them to the consultants / clients after completion of the work.
9.
WORKING DRAWINGS
Contractor shall prepare „AS BUILT‟ drawings indicating:
Layout of Water storage tank, Septic Tank, Soak pits indicating the details of positions, dimensions
etc.
10.
10.1
HANDING OVER
The installation shall be handed over after a satisfactory testing along with the following
documentation.
(a)
Two sets of prints of the as installed drawings along with tracings.
(b)
Four sets or reading & certificate of local authorities.
(c)
Four sets of detailed equipment data & operation & maintenance manuals.
(d)
List of recommended guarantee in the prescribed form.
10.2
The final acceptance shall be effective only after the submission of the above Documents. Final
payment will be released only after the handing over & Submission of documentation.
11
POWER SUPPLY
Power will be made available at 415/240V 3 phase 4 wire 50 CPS earthed neutral System & all
equipments shall be suitable for the above power supply with a Variation of plus / minus 12 ½ % .
any equipment / component operating at Other than the above power supply shall be provided with
necessary transformer.
SYSTEMS & MATERIAL
12.
SCOPE
12.1
The scope under this section shall cover the general description of systems & material for the work.
12.2
The system included in the scope of work shall be as shown below:
(a)
Entire water supply system inside the toilet & kitchen
(b)
Entire sewage disposal system
(c)
Sanitary appliances & fitting
12.3
The following items are also included in the scope of work.
(a)
Underground storage tanks-Hydropnematic system
(b)
Terrace level storage tanks-water softeners
13.
13.1
DRAINAGE SYSTEM
The drainage collection shall be 2 pipe systems with separate piping or soil & waste upto the
inspections chamber.
The drainage branch piping shall be taken in the sunken portion of the toilet.
Storm water disposal
The storm water from the exposed terrace shall be collected through the collection points & brought
down to the ground floor through vertical down pipe.
The storm water shall be discharged at the ground level. & Disposed outside of plot with separate
pipe.
13.2
13.3
13.4
Contractor
University Engineer
109
14.0
MATERIAL
[a] Water Supply Piping
i.
ii.
iii
Main Lines
Branch headers/vertical down takes
Branch piping concealed in brick wall
UPVC -80 schedule
UPVC -80 schedule
CPVC
[b] Water Supply Valves
i.
ii.
Up to 40 mm
50 mm & Above
[c] Sewage Piping
i.
Branch piping
ii.
Vertical Stock
iii
External
PVC Ball valve
Ball valves
PVC U SWR
PVC U SWR
PVC SWR
[d] Storm Water Piping
i.
ii.
Downtakes
External
[e] Sanitary appliances / fittings
i.
Sanitary appliances
ii.
Sanitary fittings
PVC U SWR
Open drain by others
White
CP brass
15.
MAKES
15.1
The makes of material shall be one of the recommended makes. Contractor should indicate the
makes of all material.
15.2
The contractor should get the approval of the Clients & Architects before placing the order on
sanitary appliances & fittings.
15.3
In case of charge in the make & model of sanitary appliances & fitting form that indicated on the
work order the contractor shall be paid the difference in the list price of the make / model include in
the work order & that supplied.
DIVISION OF WORK
16.0
SCOPE
16.1
Scope under this section the division of work between the contractor & others on a broad Basis, both
supply of material & installation.
16.2
The details of material to be included in the supply items as well as installation, testing &
commissioning of the system are covered under respective section & measurements & Payments.
16.3
The scope of work of the contractor for installation of equipments & material supplied by the clients
covers :
(a) Taking delivery of material, storage & safe custody till handing over.
(b) Transportation to the site of erection.
(c) Supply of all fixing material, supports & accessories.
(d) Supply of consumables for testing & commissioning.
(e) Maintaining register of material received & utilized.
(f) Hand over excess material.
Contractor
University Engineer
110
17.0
17.1
DIVISION OF WORK
The division of work by the contractor & others shall be as shown below.
Sr. No.
1
2
3
3.1
3.2
4
4.1
4.2
5
6
7
8
18.0
ITEM
Equipment
Sanitary appliance & Fittings
Water Supply Piping
Mains & storage tanks
Internal piping
Drain Piping
Vertical Stack
Internal Branch Piping
Storm Water Piping
Drainage Ancillaries
Base Frame & Supports
Excavation
CONTRACTOR
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
OTHERS
No
No
No
No
No
No
No
No
No
No
No
No
REFERANCE DRAWING
1.
SCOPE
18.1
The scope under this section covers the basic drawings & details to understand.
(a)
Scope of work
(b)
Location of equipments
(c)
General idea on the entire installation
(d)
Material requirement & labour force required for the completion of work in the
stipulated time schedule.
18.2
The Reference drawings are basically schematic / diagrammatic to give idea on General
requirements prepared on the basis of preliminary requirements & data Available. They are subject
to undergo changes & medications subject to the Finalization of details & requirements of the
clients.
18.3
The detailed working drawings & the drawings required for the submission to statutory authorities
shall be the responsibility of the contractor. Contractor shall submit minimum four copies of the
drawings to the consultants for their scrutiny/ Approval before issuing to the statutory authorities &
site for execution.
19
EXECUTION DRAWINGS
Contractor shall prepare execution drawings & equipment foundation drawings & submit for the
approval of consultants before taking up the work. Also they shall submit the panel fabrication
drawings for consultants approval before taking Up the panel fabrication.
20
MAKES OF MATERIAL
21.1. The scope of this section covers the recommended makes of equipments & material Components. The
final choice of makes shall be indicated at the time of Finalisation of the order.
21.2
The makes of material offered by the contractor shall be indicated at the space provided for proper
evaluation of the offer & shall be on the basis of underlined Make. In the absence of such indication,
the decision to choose anyone of the recommended make rests with consultants / clients.
21.3
The makes of material recommended are as shown below. The offers shall be strictly on the basis of
the makes underlined. However, the bidders can offer Alternatrive makes under section 1203
deviation. Such deviation shall follow with technical literature of the material /equipment offered.
Contractor
University Engineer
111
Sr. No.
1
Item
Sanitary Appliances
Makes
1.1
Ceramic Appliances
Parry , Hindustan ,Cera , Johnson
1.2
Ceramic Ancillaries
Parry , Hindustan ,Cera , Johnson
1.3
SS Sinks
Diamond, Nirali, Jayna, Neelkanth
1.4
SS Ancillaries
Reputed make [ samples to be got approved]
1.5
PVC Flushing Cistern
C P Brass Fittings
Flushing Valve
Auto Urinal Flush Valve
Other Cp fittings
PVC & other fittings
Pressure Piping
UPVC/CPVC Pipes
Copper pipes & Brass fitting
Composite Pipes & Brass fitting
HDPE Pipe & fitting
PVC Pipes & fittings
CI SWR pipes & fittings IS: 3989
Cement pipe
Miscellaneous
Hardware
Anchor fastners
Paint
PVC storage tanks
Parry , Hindustan, commander,President, Champion
2
2.1
2.2
2.3
2.4
3
3.1
3.2
3.3
3.4
3.5
3.6
3.7
4
4.1
4.2
4.3
4.4
Jaquar ,Gem , Bilmat ,
AOS
Jaquar ,Gem , Bilmat , Dripless
Reputed make [ samples to be got approved]
Astral/Ajay/Finolex,Prince, Supreme
Rajco ABC
Kitec, Jindal
Hasti, Godavai,Gabriet,Jain
Prince, supereme / finolex , Chemplast Prince, Supreme
NECO,BIC,HEP,IISC
Pranali, Indian Hume pipe,Prima
GKW, Fit Tight , Sundaram, Fasteners
Hilti ,Shakti
Asian , ICI , Nerolac, Burger
Sintex , Fusion , Infra or Equal
21.0
SINK ASSEMBLY
Each sink assembly shall be measured as one unit
22.0
VALVES
Each valve shall be measured as a unit & shall be classified based on the type
valves Size & material
23.0
EXCAVATION
Excavation & backfilling shall be measured on the basis unit Volume unless otherwise
indicated in the schedule of material.
24.0
GRAVITY PIPING
24.1
INTERNAL PIPING
The internal drainage piping, for each toilet / kitchen shall be upto the vertical Measured on the
basis of stacks including Unit & length [ meter ] & Shall be classified based on the size of pipe
24.2
OUTLETS PIPES
The UPVC outlet pipes from WC, urinal, wash basin fittings. Including vent pipe shall form Part of
the sanitary appliances & hence no separate payment shall be made
24.3
EXTERNAL PIPING
The external drainage piping Pipe, fittings including the vertical stack shall be easured on the
drainage Basis of unit length {meter) ancillaries & shall be classified based on the size & material
of the pipe & shall include excavation.
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25.
DRAINAGE ANCILLARIES
25.1
GULLY TRAP
Each gully trap shall be Gully trap, PCC base masonary Chambers CI Cover, Excavation Measured
as on unit.
26.2
INSPECTION CHAMBERS
Each inspection chamber shall be measured as one unit PCC base, PVC Body , Chamber RCC
Cover, excavation
25.3
MANHOLES
Each manholes shall be measured as one unit PCC base haunching Masonary, Chamber CI Cover,
excavation
26.0
PUMPS
26.1
SUBMIRSIBLE PUMPS
26.2
The submersible pumps shall be open well monoblock or multi stage vertical pumps suitable for
horizontal or vertical mounting as specified , shown on the drawing & suitable for site condition.
26.3
The pump assembly shall include suction strainer, pump , motor ,casing & power cabling.
27.2
INSTALLATION
27.1
The installation of equipments shall be carried out strictly as per the recommendations of the
manufactures. The following additional precautions should be taken while installing the equipments.
a]
Vibration isolators such as serrated neoprene pads , cushy footings etc. shall be
provided for equipments having rotary or lateral dial indicators etc.
b]
The equipments shall be aligned levels & plumb using sprit levels dial indicators etc.
c]
The moving part such as bearing , shafts etc. shall be lubricated & smooth operation is
confirmed before energizing.
d]
Damage to the painting & protecting coatings shall be rectified.
27.2
TESTING & COMMISSIONING
27.2.1 Before energizing electrical oprated equipments, care shall be taken to meet the local Electrical rules
& regulations, earthing of the body , verifying availability of safe Insulation resistance value etc.
Also confirm the motor enclosure to the level of protection required for the particular application.
27.3.2 The pumps shall be tested according to the recommendations of the manufacturer. The following
parameters to be recorded & ploted on the Q-H chart of the particular pump.
a.] Discharge
b.] Pressure
c.] Motor voltage & current
27.2.3 The power consumption to be computed & cross checked with the Manufacture‟s Data. Any
abnormalities , if noticed shall be brought to the notice of the manufacturer& necessary correcting
action taken before commissioning & handing over.
28.0
29.1
SANITARY APPLIANCES & FITTINGS
1.0 SCOPE
1.1
The scope under this section shall cover the specification & details of sanitary appliances &
fittings.
STNDARD SPECIFICATION
The standard specifications applicable shall be covered under respective sections.
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30.0
GENERAL REQUIREMENTS
30.1
All sanitary appliances & fittings shall be new, of best quality & one of the
Model specified.
30.2
All appliances & fitting shall be with ISI approval mark & without any defects.
30.3
All ceramic appliances & accessories shall be vitreous glazed china wears of white colour unless
otherwise specified. All appliances shall be complete with all accessories & fixing material.
30.4
All sanitary fittings shall be heavy duty brass with chromium planting on exposed surfaces. The
fittings shall be complete with all accessories, wall flanges etc.
31.0
SANITARY APPLIANCES
recommended make &
32.0
STNDARD SPECIFICATION
The standard specifications shall be follow.
a. IS : 2556
Specification for vitreous sanitary appliances [vitreous china]
Part 1
General requirement
Part 2
Specific requirements of wash down of water Closets.
Part 3
Specific requirements of Squatting pans
Part 4
Specific requirements of wash- basins
Part 5
Specific requirements of laboratory sinks
Part 6
Specific requirements of urinals
Part 6/sec1]
Bowl type
Part 6/sec2]
Half stall urinals
Part 6/sec3]
Squatting plates
Part 6/sec4]
partition slabs
Part 6/sec5]
Waste fittings
Part 6/sec6]
Waster spreaders for half stall urrinals
Part 7
Specific requirement of half stall urinals
Part 8
Specific requirement of siphonic wash–down water –clostets
Part 9
Specific requirements for shower rose
Part 10
Specific requirements for floor traps
Part 11
Specific requirement of universal water-closet
b]
IS: 771
Part 1
Part 2
Specification for glazed fire clay sanitary appliances
General requirement
Specific requirements of kitchens & laboratory sinks
c]
IS: 2548
Part 1
Part 2
Specification for Plastic seat & covers for water closets
Thermostat seats & covers
Thermoplastic seats on covers
33.0
INDIAN WATER CLOASETS
The Indian water closets shall be Orissa pattern squatting pans conforming to IS : 2556 part 14 shall
have a minimum size of 580 X 440 mm. The WC shall be complete with Self draining flushing rim
of box with adequate number of discharge holes , supply horn , weep hole , anti stip foot rust etc .the
pans shall be preferably with integral p-trap. The exterior surface of the outlet shall be rough , non
glazed to achieve proper bonding between the WC outlet & pipe.
34.0
WASH DOWN [EUROPEAN WATER CLOSET]
The European water closet shall be sitting pan of one piece construction with s or p trap conforming
to IS : 2556 Part 3, & having a minimum size of 550 X 345 X 390 mm. The European WC shall be
with or without flushing tanks & shall be with inlet horn , self draining flushing rim of box with
adequate discharge holes, weep holes , anti syphonage Ven horn etc. The European WC shall be
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floor mounted or wall hung as indicated in the drawing & schedule of material . The wall hung
European WC‟s shall include CI supporting chairs.
The European WC‟s shall be with hinged plastic seats & cover.
35.0
URINALS
The urinals shall be of bowl / flat back one piece construction conforming to IS : 2556 part 6 having
a minimum size of 340 X 410 X 260 mm with integral flushing box rim adequate discharge holes ,
inlet & outlet horns.
36.0
SEATS & COVERS
The WC seats & covers shall be of plastic conforming to is : 2548 having a minimum of 3 mm
thickness at the thinnest point the seats shall be closed type with minimum 3 nos. rubber or plastic
buffers of 25 X 40 X 10 mm. The cover shall be with equal no. of buffers placed right over the seat
buffers. The seat buffers . The seat & covers shall be smooth non absorptive & inert to household
cleaners.
37.0
WC FLUSHING APPARATUS
The WC cisterns or flushing tanks shall be low level plastic or vitreous china ware of minimum 15
liters capacity conforming to IS :774 & IS : 7231 .The flushing cistern shall be with siphonic
apparatus , ball valve ,over flow etc. The outlet size shall be 32mm for low level & 40 mm for high
level cistern. The lead pipe for the cistern shall be with PVC of sufficient length with necessary
fittings operating chain / lever etc.
38.0
WASH BASIN
The wash basin shall be flat back wall mounted or counter top , on piece construction conforming to
IS : 2556 part 4 with waste over flow single , 2 or 3 hole inlets. The wash basin shall have minimum
size of 500 X 400 mm. The flat back wash basin shall be with CI wall mounting brackets
conforming to IS : 775.
39.0
LABORATORY SINKS
The laboratory sinks shall be one piece construction confirming to IS : 771 or IS : 2556 part 5 &
shall have minimum size of 500 X 350 X150 mm. The sinks shall be complete with inlet & outlet
ferrules.
40.0
SANITARY FITTINGS
41.1
STANDARD SPECIFICATIONS
The following standard specification shall be applicable.
a]
b]
c]
IS: 8931
IS: 8934
IS : 781
d]
e]
f]
g]
h]
IS : 5219
IS : 2692
IS : 2963
IS: 3311
IS : 1795
41.2
The sanitary fittings shall be heavy duty chromium plated brass with ISI mark. The Fittings shall be
done of the recommended make / model specified.
42.0
Specification for cast copper alloy fancy bib taps & stop valves for water services.
Specification for cast copper alloy fancy filler taps for water services.
Specification for cast copper alloy screw down with taps & stop walls for water
services.
Specification for cast copper alloys traps part 1 „p‟ & „s‟ traps.
Specification for ferrules for water services .
Specification for copper alloys waste fitting for wash basins & Sinks.
Specification for waste plug & its accessories for sinks & wash basins
Specification for pillar taps for water supply purposes.
INSTALLATION OF SANITARY APPLIANCES & FITTINGS
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43.0
SCOPE
43.1
The scope under this section shall cover installation of sanitary appliances, fitting & ancillaries.
44.0
STANDARD
44.1
The following standard specification & codes shall be applicable.
a.] SP: 35 (S & T)
- Hand book on water supply & drainage
b.] IS: 2064
- COP for selection & maintenance of sanitary appliances.
45.0
GENERAL REQUIREMENTS
45.1
The appliances, accessories & fitting shall be installed as indicated on the drawing & perfectly
Machine the interior & the file pattern, heights & property leveled. The piping & pipe connection
shall be done such that minimum length of the piping / pipe connection are exposed.
45.2
Sufficient care shall be taken to avoid breakage & damage to the appliances fittings & the buildings,
tiling, interior works etc. carried out by other agencies . also care shall be taken whole fixing the
appliances& fittings to achieve rigidness & to avoide movements of appliances & fitting with can
result in damage to the water supply & drainage connections / joints .
45.3
The screw shall be fixed to the wall by providing wooden rawal plugs or anchor fasteners in wall
depending upon the weight . All exposed screws , nuts & bolts shall be of heavy quality CP brass
washers.
45.3
All brackets shall be finished with two coats of synthetic enameled paints of colour matching the
interior / tiles. The water supply & drainage connection to the fittings & assemblies shall be made by
means of approved leak proof joints.
45.4
All pipe connections & drain connection made to the appliances shall be leak proof & with
Minimum length of exposed pipes. The WC , urinals & the bath tub drain connection shall be
through P or S traps & the traps shall be connected to anti siphon ventilation pipes.
46.0
NON – METALLIC PIPES
46.1
The non metallic pipes & fittings shall be of PVC , upvc or polythlene conformingto the following
standard specification.
a.] ASTM – D- 1785
For PVC pipes
b.] IS : 1239 [part 1]
For UPVC threaded pipes
c.] IS : 4984
For HDPE pipes
d.] IS : 4985
For PVC/UPVC pipes
e.] IS : 7384
For PVC fittings
46.2
The pipes shall be suitable for threaded joints / soldered joints. The wall thickness hall be suitable for
the temparature & pressure of the fluid handled without any damage to the pipe & the chemical &
physical properties 7 composition of the material.
47.0
FOOT VALVES
The foot valves shall be suitable for the pump suction & shall be with NRV & strainer.
48.0
48.1
TESTING
All piping shall be pressure tested by filling water , removing air locks & applying pressure of 10
kg/sq. cm. Using hand or hydrulic test pump unless otherwise specified.
48.2
The pressure shall be maintained for a minimum period of 2 hrs. & achieve pressure drop within 0.5
kg/sq.cm.
48.3
The testing shall be carried in section by blocking both ends or closing the valves, if provided. After
completion of the entire installation & connecting to the mains or pumping system the installation
shall once again tested & rectify breakages, if any, or replace the defective material & workmanship.
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48.4
After commissioning the system , each valve shall be tested for effective working by closing &
opening a number of items.
48.5
All testing shall be carried out in the pressure if the owners / consultants & test register shall be
maintained. Water, labour, equipments & register required for the testing shall be the responsibility
of the contractor.
48.6
The contractor shall provide all materials, tools, equipments, instruments, services & labour required
to perform the test & to remove water resulting from cleaning & after testing.
48.7
After completion of the installation, all water system shall be adjusted & balanced to deliver the
water quantities as specified , quoted or as directed to individual air handling units & fan coil units
cooling coil.
48.8
Water circuit shall be adjusted by balancing cocks provided for balancing, these shall be permanently
marked after balancing is completed so that they can be restored to their correct positions , if
disturbed.
49.0
UPVC PIPE ASSEMBLY
49.1
The UPVC SWR pipe assembly shall be carried out by means of solvent cement & rubber ring. The
pipe assembly & fabrication shall be generally as per the recommendation of the manufacturer. The
cut end of the pipe shall be made smooth by filing before carrying out the assembly. Space provision
of minimum 10 mm shall be kept in side the socket for expansion.
49.2
The vertical stack to be clamped at intervals not exceeding 1800 mm & horizontal pipes to be
supported at intervals not exceeding 1800 mm & horizontal pipes to be supported at intervals not
exceeding 10 times the diameter of the pipes.
50.0
RCC PIPING
50.1
The RCC pipes shall be assembled by butting together & fitting the dowel with 1:1 cement mortar.
Loose collar with rough inside surface shall be brought to the joint & the space between the pipe &
collar is caulked with bitumen soaked hemp yarn for 100 to 150 mm width at the center of the joint
& collar. The balance space is caulked with 1:1 cement mortar & finished smooth at an angle of 45
degree.
51
TESTING
51.1
All pipes shall be inspected for manufacturing defects & damages during transport & storage. The
RCC pipes shall be tested before laying by keeping Filled with water for at least 10 minutes & stuck
with hammer.
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SPECIAL CONDITION
MAIN COLLEGE BUILDING
The Electrical Contractor must have completed the following terms
Required Document for Electrical Contractor.
a.
b.
c.
d.
e.
f.
g.
Valid Electrical License.
The contractor must have PWD ,A CLASS unlimited electrical registration Certificate of the valid
current year.
Valid Income Tax , VAT , Service Tax certificates
At least 10 to 12 yrs experience in Electrical field as a Contractor.
He should have sufficient staff to complete the work in scheduled time.\
Work order or completion certificate from other clients.
List of tools .
1.
The successful tenderer will be required to sign an agreement in a form approved by the Electrical
Consultants/Clients for the fulfillment of the contract. But the mere written acceptance by the
Electrical Consultants and/or Clients of the Tender will constitute a binding agreement between the
Clients and the person so tendering even if the formal Contract is subsequently not entered. The
Tenders /Contracts shall be signed/executed by the person authorized as sole proprietor, partner or
authorized signatory of the Incorporated Companies as the case may be.
2.
Validity period of the Tender shall be as stated in Appendix - I from the date of opening the tender
which period may be extended by mutual agreement.
3.
The Owners and the Electrical Consultants reserve the right to award the contract in whole or in part
and to delete such items from the contract, which in their opinion could be better executed through
separate agencies.
4.
Owners/Electrical Consultants reserve their right to adopt any of the Alternative Items included in
the Tender
for which the rates are to be quoted. Any Tender without these rates shall be
disqualified. The Tenderers are requested to quote competitive rates against Alternative Items as
there is every possibility of adopting these items and due weight age may also be given while
awarding the Contract.
5.
Tenderers shall deposit the Earnest Money along with the Tender and shall deposit further sum on
award of the contract to make-up the total Security Deposit as stated in Appendix - I. This shall be
placed with the Electrical Consultants without bearing any interest payable thereon and shall be
refunded to the Contractors on virtual satisfactory completion of the work.
6.
The total Security Deposit of the Successful Tenderer will be forfeited if he fails to comply with any
of the conditions of the contract or fails to commence the work within the stipulated time from the
date of confirmation as stated in Appendix - I.
7.
8.
The contractor must note that all work shall be carried out strictly in accordance with the Electrical
Consultants drawings and in consultation with him and no claim for extra for any reason shall be
entertained on Tender items unless otherwise decided.
All instructions regarding the execution of works shall be received from the Electrical consultant
only. Any instructions issued directly to the contractor by any one else will not be held valid or
binding, unless such instructions are counter signed by the Electrical Consultants. The Client may at
any stage of work instruct the contractor to stop the work and obtain immediate clarification/further
instructions from the Electrical Consultant. Any work done subsequent to such an instruction, with
out clarification, if later found unacceptable to either Client or Electrical Consultants, shall have to
be redone/rectified, entirely at the risk and cost of the contractor.
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9.
The drawings maintained on the site shall to be carefully mounted on boards of appropriate
size. They are to be protected from rain, ants or other insects. The contractors shall provide
at own cost a display board for showing the details of work as directed and instructed by the
Electrical Consultants.
10.
Contractor shall prepare bar chart and finalize the same in consultation with project
consultants before mobilization advance is paid to the contractor. This bar chart will also
indicate inputs from Project Consultants and Clients Links with other works.
11.
During the execution of the works, the contractor must check his work with the drawings. The
contractor shall be responsible for all the errors in this connection and will have to rectify all the
defects at his own cost, failing which the Client reserves the right to get the same rectified through
their Agencies and deduct the cost so involved with the concurrence of the Electrical Consultant.
12.
The contractor must not assign the contract. He must not sublet any portion of the contract except
with the written consent of the Electrical Consultants.
13.
The drawings supplied for the execution of work are the sole property of M/s. _Gajanan
Enterprises,pune and shall not be traced, copied, modified, lent or unauthorized used in any manner
without their written permission. All drawings shall be returned to the Electrical Consultants on
completion of work in whatever conditions they may be. Accompanying drawings shall also be
returned with the Tenders.
14.
The contractor will be given 2 copies of drawings free of charge. For additional prints the, contractor
will have to pay at Rs 500/- per copy of the drawing. All drawings must be returned to the
Electrical Consultants after the work is over.
15.
The accompanying contract drawings are intended only as a general indication of the works to be
carried out. The works may be modified, extended or revised altogether and shall be executed at
contract rates. Working drawings will be issued by the Electrical Consultants from time to time as
the work proceeds. And after receiving the Working drawing the contractor should be done Shop
Drawing before going to execute the works.
16.
All erasures and alterations made while filling the Tender must be attested by dated initials of the
tenderer. Overwriting of figures is not permitted. No advice of any change in rate or conditions after
opening of the Tender will be entertained.
17.
The tenderer must visit the site of works so as to ascertain the physical site conditions. Before
quoting he should ascertain the current market rates and also the availability of the specified
materials. Basic rates of materials on which the Tender is based shall be filled in the schedule
separately attached with the Tender. No excuse regarding the non-availability or any change in price
will be entertained and no extras will be allowed under any circumstances.
18.
The tenderer shall submit along with his Tender a list of few important jobs with their cost that he
has carried out in the last three years and shall also submit list of machinery and equipment which
will be used in the work.
19.
The contractor will be given an electrical connection at one suitable point at the work site. He shall at
his own cost lay extension cables, wires, switches etc. for his work. The cost of electricity/power
consumed for the work shall be borne by the Owners.
20.
The contractor shall be provided with the water connection at one suitable point work at site. He
shall at his own cost provide extension hose pipe and provide storage cisterns and facility for
drinking water. The cost of water so consumed on the work shall be borne by the Owners.
21.
The contract is neither a fixed lump-sum contract nor a piece work contract, but is a contract to carry
out the entire work with labour and material to be paid for according to actual measured quantities of
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the work at the rates contained in “ the schedule of rates and probable quantities” or as provided in
the said Tender.
22.
The contractor shall employ a full time competent and experienced Supervisor to be approved by the
Electrical Consultant, to carry out the work in accordance with the drawings and the directions of the
Electrical Consultant. In case he is found incompetent he shall be immediately replaced as may be
expressed by the Electrical Consultants.
23.
The successful Tenderer shall give full co-operation and storage facilities for the
materials/equipment to all other contractors working at site. He shall so arrange his programmed and
work so as not to hinder the progress of other contractors and agencies. The decision of the Electrical
Consultant on any point of disputes between the various parties shall be final and binding.
24.
All rubbish as it accumulates from time to time during the progress of works and at completion,
including that of sub-contractors is to be cleared and carted away and all the materials condemned by
the Electrical Consultant are to be removed from the work within forty eight hours. No materials
shall be stored on footpath, or any public place, any action otherwise shall be at contractor‟s risk and
consequences.
25.
The successful Tenderer should make his own arrangements to procure all materials from his own
sources for use in the works. All charges of price, cartage, storage, transport and delivery of these
materials shall be deemed to have been included in the contract rates and the contractor shall have to
pay all Sales Tax, Octroi Duty or any other duty levied by Govt. or public bodies on these materials.
26.
The rates quoted by the Tenderers shall be inclusive of the Sales Tax or General Tax, VAT, Excise
Duty or Works Contract Tax, contribution to ESI and PF, as may be applicable for the labour content
or the finished works. However the total amount of Tax as involved shall be calculated separately
and indicated against the head under Provisional Items for knowledge of the Owners. The Tenderer
shall also furnish Xerox copies of the valid Registration Certificates under the Tax Laws as may be
applicable and also attach the latest Assessment Order with the Tender. The rates shall be firm and
shall not be subject to variations. The rates quoted for the items shall be for the finished work at site
including all labour, materials, hardware, installation, transport etc. complete. Any Tender not
fulfilling this condition shall be disqualified.
27.
The rates quoted for the civil work shall be inclusive of the cost of cement and steel reinforcement,
shuttering, scaffolding and curing with water as necessary and no extra shall be paid for on any
account.
28.
No extra shall be paid for minor variations in the layout, design or specification. Any major
alterations and changes only shall be paid for as certified by the Electrical Consultants. The rates for
such items shall be decided in proportion to the rates quoted in the Tender for similar items.
29.
In case of permitted extras or authorized extras, the contractor shall prepare the extra item rates, in
accordance with the schedules of rates, and give proper analysis of rates. No extra items will be
carried out unless written instructions are obtained from the Electrical Consultants before the work is
started. The decision of the Electrical Consultants on the point as to what are extra items and what
should be the rates permitted for them, shall be final and conclusive and binding on all the parties
concerned.
30.
No advance shall be paid to the contractors but the Clients may consider On-Account payment on
delivery of the materials and upon showing satisfactory progress of work. All interim and final
payments shall be made by the Clients, upon Electrical Consultant‟s Certification within the time
period for honoring certificate as stated in Appendix- I.
31.
The successful Tenderer is bound to carry out any items of work necessary for the completion of job
even though such items are not included in the schedule of quantities and rates. Schedule of
instructions in respect of such additional items and their quantities shall be issued in writing by
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Electrical Consultants wherever possible and the rates for such extra items shall be settled by the
Electrical Consultants. The rates so finalized shall be binding and acceptable to both the Tenderers
and Owners.
32.
The decision, opinion, direction, certificate given by the Electrical Consultant with respect to all or
any of the matters under the contract shall be final, conclusive and binding on the parties hereto and
shall be without appeal. Such decision may be in the form of final payment certificate or otherwise.
The Electrical Consultant shall have the power to withhold any certificate if the work or any part
thereof are not being carried out to his satisfaction.
33.
Electrical Consultants/Client reserve the right to terminate the contract at any time, if they feel that
any of the above conditions are not being complied with by the contractor. Electrical
Consultants/Client also reserve the right to get any part of the work completed by another contractor
at any stage of the work, after giving a week‟s notice, if the Electrical Consultants/Client feel that the
work cannot be completed by the contractor as per schedule, and recover the extra cost if the
Electrical Consultants/Client have to pay to any such other contractor out of the Contractor‟s bill.
34.
If the contractor abandons the contract for any reason what-so-ever or becomes incapacitated from
acting as such, he shall be liable to pay damages to the Owners. Such damages shall be assessed by
such person or a body of persons as may be nominated by the Electrical Consultant, or if agreed, by
the Electrical Consultant himself as the arbitrator and the damages so assessed shall be final and
binding to the parties hereto and till this is finalized any outstanding amount due to the contractor
shall be withheld by the Owners.
35.
The parties hereby agree to submit to the Jurisdiction of the Court in Mumbai, in respect of all
disputes arising out of or in connection with this contract or its avoidance or breach.
36.
The contractors shall be paid by the Clients from time to time by installments under Interim
certificates, issued by the Electrical Consultants on-account of the works executed to the
approximate value of work as stated in Appendix - I and final payment shall be made in accordance
with final certificate issued by the Electrical Consultants.
37.
Time is the essence of the contract and the whole of the work shall be completed within the
stipulated period as stated in Appendix - I from the date of confirmation. The contractor shall
immediately make arrangement to commence the work and shall submit the detailed work schedule
for completion. In case the contractor fails to complete the work within the stipulated period, the
Electrical Consultants may impose at their discretion the liquidated damages Clause as per Appendix
- I, of the contract in consultation with the Owners for the delayed period of completion.
38.
In addition to these terms and conditions successful contractor must execute the work in compliance
with the technical specifications and special conditions attached herewith.
39.
The electrical contractors shall submit the required applications, drawings etc. to electricity board,
electrical inspector or any other Authorities as required and obtain their approval / licenses /sanction
of electrical load from the MSCDCL/NOC etc. On completion of the work he shall submit the test
report, certificates etc. to the respective Authorities to obtain electrical connections / licenses and
shall be responsible for payment of all fees to the various Authorities which shall be reimbursed by
the Owners on production of the receipts.
40.
Measurements of works under various items shall be for the finished work as per the units mentioned
in the specification of the bills of quantities. However, in case no specific directions are available,
the mode of measurements in the first instance shall be as specified by I.I.A. and in the second
instance by I.S.I. Incase if there is conflict between I.I.A. and I.S.I. the Electrical Consultants
decision in the matter will be full and final and binding on both the parties.
41.
The false ceiling, paneling, partitions etc. shall be measured and paid only for the exposed clear
dimensions. No deductions shall be made for the openings for recessed light fittings, A/C grilles, and
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small cutouts upto 0.35 SM as extra framing around is required to be provided. All hidden surfaces
of paneling, false ceiling, partitions, extensions of T.W. framing for supports, etc. shall not be paid
for separately.
42.
The contractors or their representatives shall accompany the Electrical Consultants, the Owners or
their representatives or the clerk of works when required to do so and also assist in taking
measurements and shall agree to the measurements recorded on the spot.
43.
The period of Final Measurements as stated in Appendix - I shall mean, the period during which the
measurements and valuation in respect of the contract shall be completed and will be reckoned from
the date of virtual completion certificate from the Electrical Consultants, and shall be treated as final
and binding on all parties concerned, and will not be liable for arbitration.
44.
The contractor must submit 3 copies of the Interim and Final Bills along with the measurement
sheets supporting the quantities, arrived at in the bills. The contractor before preparing the Bills must
take joint measurements with the representative of the Electrical Consultants/Clerk of works, which
shall be duly counter signed by both the parties towards the confirmation thereof.
45.
The Final Bill of the contractors shall be considered only after the work is complete in every respect
including painting, finishing and on satisfactory execution of the design, quality and the quantum of
work as per the specification and submission of the As Built drawing and in general approval of the
Electrical Consultants.
46.
The contractor upon completion, shall clean up the site of works as per the instructions of the
Electrical Consultants. The site of works shall be cleared of all debris, men, materials, sheds etc.
belonging to the contractor. The site shall be delivered in a clean and neat condition, as required by
the Electrical Consultants within a period of eight to ten days after the job is completed. In case of
failure to do so by the contractor, the Client under the advice of the Electrical Consultants, shall have
the site cleared-up and cleaned at the risk and cost of the contractor.
47.
During the progress of works if the Owners want to occupy the part of the premises with early
completion, the contractors must co-operate and shall hand over the area so required in consultation
with the Electrical Consultants within such stipulated period without hampering the overall progress
and schedule.
All above Terms and Conditions together with the Appendix - I, Special Instructions and
specifications of works, schedule of quantities and rates etc. shall form part of this contract.
I/We hereby declare that I/We have read and understood all above instructions, Terms and
Conditions etc. for the guidance of the Tenderers and agree to abide by the same.
Signature of Witnesses
with Addresses :
Contractor
Signature of the Tenderer
with Address :
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122
a)
b)
c)
d)
e)
f)
g)
h)
PART-A
ADDITIONAL CONDITION FOR ELECTRICAL INSTALATION
FOR ALL PANELS
All panels shall comply with enclosed “General Specifications” Schedule
The makes shall be as per specified Makes i.e. „Specified makes of Equipment‟‟
The panel shall also comply with single line Diagrams enclosed with the Tender.
In the event of Ambiguity in specifications (Schedule) and SLD‟s more stringent requirements shall
apply.
Unless approved all panels shall be of same height.
Panels shall be extensible on either side.
Refer enclosed Single Line Diagram, for further details. In the event of discrepancy in this drawing
and these specifications more stringer specifications shall prevail.
All panels shall be provided with proper termination arrangement at top / as specified. Suitable
extended busbars shall be provided for multiple cable connections. Proper vertical space / clearance
shall be provided between termination point and gland plates for smooth bending / adjusting of cable
leads. Minimum clearances for cable leads shall be as under.
Up to 63 A
:
200 mm.
63 A to 250 A
:
400 mm.
250 A to 400 A
:
600 mm.
400 A to 800 A :
700 mm.
i)
Glands & cable sockets are excluded from Panel manufacturer‟s scope.
j)
APFC panels shall be Front Access type.
k)
All MCCB‟s shall be provided with Rotary operating handles.
l)
Panels shall be painted with approved shade / grade of paint.
m)
Makes of the ACB's / MCCB's / Mounting / Accessories shall be as per " specified makes of
equipment " enclosed.
n)
In the event of any ambiguity / discrepancy Consultant's / Client's decision shall be final and
binding.
-------- X --------
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PART-B
ADDITIONAL CONDITION FOR LOW VOLTAGE
INDOOR SWITCH-BOARDS
1.0. ADDITINAL SPECIFICATIONS OF EQUIPMENTS:
1.1. This Section relates to supply installation, testing and commissioning of the M.V. Switch board.
1.2. The Switch-boards shall be metal clad, totally enclosed, rigid floor / trench mounting,
insulated, cubical type, compartmentalized for use on 433 Volts, 3 phase, 4 wire, 50
supply with fault level of 50 KA at 433 Volts.
1.3
air
cycles,
A.C.
The equipment shall be designed for operation in high ambient temperature and High humidity tropical
atmospheric conditions. The equipment shall be suitable for indoor applications.
2.0. STANDARDS:
i)
IS-4237-General requirements for Switch-gear and control gear for voltage not exceeding
1000 Volts.
ii)
IS-2147-Degrees of protection providing by enclosures for low voltage Switch-gear and
Control-gear.
iii)
IS-375-Marking and arrangement of Bus-bars.
2.1. Individual equipment housed in the Switch-boards shall conform to the following applications.
i) IS: 4064 (Part-II)- 1976- Air Break Switches and fuse combination units for
Voltages not exceeding 1000 Volts.
ii) IS: 1248- Direct acting electrical indication instruments.
iii) IS: 9224-1979-Low Voltage fuses.
iv) IS: 2516- Alternating current circuit breakers.
v) IS: 2705- Current Transformers.
vi) IS: 3156- Voltage Transformers.
3.0. CONSTRUCTION:
3.1.
Design should be completely modular type. Each module size should be to Engineered to
accommodate all the equipment considering ease of operation & maintenance.
3.2.
The structure shall be of rigid / bolted construction with C.R. Sheet steel of not less than 14 SWG
thickness. The doors covers, barriers etc., shall be made of minimum 16 SWG sheet steel.
3.3.
All doors should be provided with neoprene gaskets.
3.4.
Compartments should be totally flexible and should be in bolted construction.
3.5.
Adequate separate Bus-bar chambers/cable chambers shall be provided as required. Bakelite
protective covers shall be provided to prevent inadvertent access to live bus-bars on opening covers.
Bus-bar chamber covers shall be necessarily bolted type.
For operator safety live bus-bars should not be accessible from feeder module.
3.6.
Main bus-bars and vertical droppers should have easy access for ease of Maintenance and should be
placed at the rear of the panel.
3.7.
The Switch-boards shall be offered with minimum IP-52 degree of protection. The fabricator should
provide test certificate for similar construction from reputed institute.
3.8.
The Switch-boards shall be extensible on both sides by addition of vertical sections.
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3.9.
It should be possible to change cable entry at site and it should be possible to have part top and part
bottom cable entry. Wide cable alley (minimum 400 mm) should be provided with each vertical
section. Common cable alley for 2 sections is not acceptable.
3.10. Specially designed hardware and fastening techniques should be deployed and Zinc/Nickel plate
hardware should be used for rust prevention and to achieve high degree of mechanical strength.
4.0. EARTHING:
4.1.
Provision shall be made for permanently earthing the frame and other metal parts through G.I. Flat
earth bar adequate size running throughout the length of the panel at top / bottom (as required) and
connected to earthing studs of adequate size fixed on 2 sides of the panel to receive 2 earth
connections.
4.2. Each individual feeder panel should be separately earthed.
5.0. METAL TREATMENT AND PAINT FINISH:
All steel components used in the construction shall undergo treatment under 7 Tank process and then
powder coated with agreed shade of colour.
6.0. BUS-BARS:
6.1.
The bus-bars shall be air insulated and made of high quality Aluminum of E-91 grade.
6.2
Bus-bars shall be suitably braced with non-hygroscopic SMC Insulator supports to withstand short
circuit level of 65 / 50 KA. Certificate to this effect from recognized institute such as CPRI shall be
produced for similar construction. The neutral as well as earth bar shall also necessarily be supported
on SMC supports to prevent tracking between adjacent bus-bars
6.3.
Bus-bars R-Y-B-N and earth should be heat shrink colour PVC sleeved.
6.4.
Zinc / Nickel plated, nuts, bolts, spring washers, flat washers shall be used for Proper Bus-bars joints.
6.5.
Current Density shall be maximum 1 Amp. Per Sqmm for single bus-bar, 0.8 Amp per Sqmm for
double Bus-bars and less and agreed figure to withstand 65 / 50 / 35 KA fault level for more than 2
bus-bars.
7.0. MOUNTINGS (ACBs, MCCBs, FSUs, METERS etc.):
These shall be as per “approved list of makes” enclosed separately.
8.0. INTERNAL WIRING:
8.1.
Internal wiring for control circuits shall be made with 1100 V grade single or Multi strand copper
PVC cable.
8.2.
Power wiring for shall be done either with copper flexible PVC insulated cable of 1100 V grade or
with solid copper conductors.
8.3.
The minimum size of control wiring shall be 2.5 Sqmm copper for CT Circuits and 1.5 Sqmm copper
for other circuits.
8.4.
The wiring shall be terminated in the respective terminal with suitable crimp type of sockets.
8.5.
There shall not be more than two wires connected to a terminal.
9.0. POWER CABLE TERMINATIONS:
9.1.
UN drilled individual glands plates of adequate size shall be provided at the top of cable chamber to
facilitate cable entry from top.
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9.2.
Suitable shrouds be provided to prevent accidental contact with live outgoing Terminations or other
feeders while carrying out maintenance on one feeder.
9.3.
Cable risers shall be adequately supported to withstand the effect of rated short circuit current
damage and without causing secondary faults.
9.4.
For Top entry cables a cabling space of 300 mm shall be provided.
10.0
LABLES:
Labels shall be anodized aluminum with white engraving on black background. They shall be
properly secured with fasteners or PVC with white engraving on black Backgrounds.
11.0.
TESTS/TEST CERTIFICATES:
Routine tests shall be conducted on each Switch-board in accordance with
comprise –
a) General inspection
IS: 8623 and shall
b) 1000 V meager test
c) H.T. Test (2.5 KV)
d) Manufacturer‟s Test Certificate shall be furnished for all mountings (A.C.Bs, MCCB‟s F.S.Us,
C.Ts, Relays, SFUs, MFM, instruments etc.), calibration of relays/meters.
e) Calibration of relays / meters.
f) Checking of operations of A.C.Bs/MCCBs, such as drawing out, closing, tripping etc.
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PART-C
ADDITIONAL CONDITION
EARTHING INSTALLATION & LIGHTNING PROTECTION
1.
GENERAL:
This Section relates to supply installation, testing and commissioning of the “Earthing System”
strictly in accordance with IS-3043 (Latest Edition) and generally as specified below:
2.
SYSTEM:
There shall an “EARHING GRID”. The main Earth conductor shall be laid in Cable Trays / trenches
/ on wall / on structures as the case may be and shall be earthed through Earth Electrodes around the
Factory Building / Plant Building.
3.
INSTALLATION PARTICULARS:
3.1.
All Electrical Equipments shall be properly earthed. Non-current carrying
the equipments shall be earthed.
3.2.
Medium Voltage and 3 phase L.T. systems & equipments shall have two Distinct earths. Singlephase equipments shall have one earth.
3.3.
Continuous earthing shall be provided by means of suitable size Bare G.I. /
insulated copper strips / cables or suitable bare GI / copper wires.
3.4.
Earthing using Maintenance free Earth stations including supply of earth electrode, special
compound, around 3 Mtrs deep or as per site requirement approximate 6'' dia bore in any soil
including rock, putting earth electrode, special compound, black cotton soil if required, providing
suitable test link, suitable inspection chamber, suitable size round C.I. cover say 12" did. or nearest
standard size , necessary Brickwork with plastering and finishing.
3.5.
Galvanized cast iron earth plate size 60 x 60 x 0.6 cms.buried in specifically prepared earth pit 1.5
mtr. below ground with layers of charcoal with 19mm. dia. G.l. pipe with funnel with a wire mesh
for watering and brick masonry block C.l. cover complete as per para 7.3 of l.S. 3043 with necessary
length of G.l. earth Strip 50 x 6 mm bolted with the plate and covered in 25 mm. dia. G.l. pipe 2 mtr.
long complete duly tested by earth tester and recording the results.
3.6.
All the earthing shall be in accordance with Indian Electricity rules and I.S. 3043. The earthing
conductor shall be of G.I. as specified in schedule of quantities. Each earth pit shall have test link
joint by to nut bolts on either side separate pits shall be provided for lightning conductors. Whenever
earthing strips run along a wall or side of a trench, these shall be fixed by suitable clamps at half
meter distance. The portion of strip outside the building should be laid 600 mm below the ground
level . The portion inside the building should be properly supported with MS clamps . The surface of
the electrode strip shall be painted with two coats of bituminastic paint from the electrode up to
connecting point of the ring earth inside building. Colour of the paint shall be approved by E.I.C.
The earthing clamps for supporting earth strips shall be of such design so as to avoid bimetallic
action between strip and clamp.
3.7.
All installations of earthing shall conform to IE Rules 1956 and its amendments from time to time,
IS 3043 latest edition and amendments, IE Rules & the relevant regulations of the electricity supply
authority concerned. The earth plate of size 60x60x0.06cm shall have separate pit at least 1.5 meters
but not more than 3 meters away from the building at depth necessary to reach moist earth surface
but with minimum depth 1.5 meter from the finished ground level upto the top vertical edge of earth
Metal Parts of
Copper / PVC
electrodes. Each earth pit or as required should be provided with 25 mm dia GI pipe 1500 mm long or more
depending upon the depth of pit to cover the vertical edge of earth plate (with top end of pipe provided with a
closed top coupler). To facilitate watering concrete compartment should be made with funnel and cover plate
as per rules provided to I.S. regulation. After installation the earthing resistance of each earth plate should be
measured by earth resistance megger in the presence of Engineer in charge three days after the completion of
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earthing work and the value should conform to regulation. Earth leads taken out should be connected to nearest
switchgear.
3.8.
INSTALLATION OF EARTHING STRIP :
The strip shall be connected to earthing electrode and ring main earthing by brass/GI bolts and nuts and
washers depending upon the type of materials for strip and as directed by the Engineer-in-charge. The portion
of the strip outside the building should be laid 600 mm below the finished ground level. The portion inside the
building should be properly supported with MS clamp as per drawing. The surface of the strip should be
painted with two coats of bitumnastic paint from the electrode upto connecting point of the ring earth inside
building. Colour of the paint shall be approved by the E.I.C.
The strip should be fixed to the plate as well extension strip both by brazing and riveting at the ends of over
lapping portion. The overlap in case of extension strips shall be minimum of 50 mm. In case of connection of
cable sockets connection to the strip they should be either fixed by clamps or by bolts and nuts as per
instruction of Engineer-in-charge.
3.9.
Earthing leads shall be securely connected to equipments / structures etc.
If earthing leads are wires these shall be necessarily connected, by means of socket fixed by crimping method.
Earth Resistance at Earth Electrode shall be less than two Ohm all times.
3.10
If Multiple Earthing Stations are to be provided, the Earthing Stations shall be separated by minimum distance
of 3 Mtrs. center to center.
3.11
All joints shall overlap by minimum 50 mm GI Earth Strip joints shall be properly welded and coated with 2
coats of black bitumen paint.
3.12
Size of GI Earth-strip for earthing shall be generally under:
a) 11 KV Switch-yard / Earthing station
: 50 x 6 mm GI strip
Switch-boards 3200 Amp to 800 Amps
b) Switch-boards up to 800 Amps
c) Other switch-boards and motors including
50HP and above.
d) Motors less than 50HP up to and including
20HP
e) Motors less than 20HP
: 25 x 3 mm GI strip or
: 6 SWG GI Wire
f) P.S.D.B.‟s L.S.D.B‟s
: 8 SWG GI Wire
g) Transformer & D.G Neutrals
: Copper strip Size as per
Earthing Schedule.
i) Dedicated for ups / server
: 25 mm x 3 mm copper
strip Or 10 Sq mm Copper single
core flexible cable.
i) Lighting Conductor System
: Copper / GI strip Size as
Per Earthing Schedule.
4.
EARTHING STATIONS:
(General Requirements subject to variation depending on other considerations from project to project.)
Earthing General Requirements is given in earthing schedule.
02
LIGHTNING PROTECTION SYSTEM
Lightning is initiated by the buildup of electrical charges within a storm cloud and the accumulation of static
ground charges concentrated beneath the charged storm cloud. The formation of a lightning strike the result of
these opposite charges building to a point at which the intervening air will no longer provide insulation
between the charges.
The formation of a lightning strike is preceded by an increase in the ambient electric field on the ground,
typically higher than 10kV per meter. The triggering device of the Terra Streamer ESE utilizes this natural
energy to generate an upward streamer earlier than would be naturally formed and attract the lightning strike to
the conductor terminal. The Terra Streamer uses this electric field energy as its only power source and is
therefore totally autonomous and maintenance free.
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An ESE system provide a designated strike point to capture any eminent lightning strike within the protection
area and provides a protection zone up to 800 times the size that is protected by single Franklin style lightning
rod. The Terra Streamer is designed to activate itself in the moments directly preceding an eminent direct
lightning strike. The systems emits an electromagnetic impulse in form of a streamer into the air microseconds
earlier than naturally formed streamers, thereby creating an ensured discharge path for lightning strike. The
installation of Streamer ESE terminal combines the best advantage of two systems; a direct path to ground of a
conventional structure lightning protection system, and state of the art ESE technology employed in the
Streamer internal design. These combined advantages ensure that the Streamer ESE Systems provides a secure
Zone of protection for large structures, sports arenas or open areas.
A technically advanced ESE Lightning terminal provides much bigger radius protection coverage, a cost
effective and reliable alternative to conventional Franklin Style Lightning rod systems. This is connected down
–conductor and Maintenance Free grounding systems in such a way as to provide a totally integrated system
having
ESE Terminal
Down Conductor (70 Sqmm, twisted, copper cable OR 50x 6 MM GI STRIP)
Lightning Counter
Maintenance Free Grounding System
These components should form an integral part of protection plan. Each component must be considered
independently and finally integrated together to form the complete lightning protection system.
Streamer Operation Principle:
Energy Supply Lightning formation is preceded by an increase, higher than 10kV/m, in the ambient electric
field. The trigging device of the Streamer lightning conductor, which automatically turns into pre-control
situation, directly accumulates this natural energy.
Lightning Discharge approach provokes an intense and sudden increase of the electric field, thus originating a
lightning strike risk area. If this risk area takes place in the zone protected by the Streamer, the sudden
variation of the electric field simultaneously activates the control systems of the Streamer, which is in
synchronization with lightning approach, provides the safest controlled discharge path to earth. The Streamer
lightning conductor uses the atmospheric electric field as its only power supply, is totally autonomous and
maintenance Free and its function can be tested at any moment. The Streamer operating principle is based on
controlled high voltage impulses at the tip, emitted at the precise instant, when the downward leader
approaches in order to form the upward leader earlier than any other object with in the protected area. The
impulse emitter circuit takes the energy directly from the atmospheric electric field, needing no external power
supply. The Streamer converts this field in high voltage impulses, applying them directly to the point, using
them all the energy for the streamer operation
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PART-D
H.T. / L. T. CABLES AND CABLE SCHEDULE
A)
1.1
11 KV ALUMINIUM H.T. XLPE ARMOURED CABLES:
Codes and Standards:
The design, manufacture, testing and supply of the cables under this specification shall comply with
the latest revisions including amendments of the following standards.
IS : 7098-I
-
XLPE insulated heavy duty cables for working voltages
up to 11000 Volts.
IS : 3961-II
-
Recommended current ratings for cables.
IS : 8130
-
Conductors for insulated cables.
IS : 5831
-
XLPE Insulation and outer sheath of electric cables.
IS : 7098-I
-
Test Procedures for cables.
IS : 10418
-
Specification for drums for electric cables
IS : 3975
-
Mild steel wire, strips, and tapes for armoring of cables.
1.2
Technical Requirements:
1.2.1
All XLPE Aluminum Power cables shall be 11000 Volts grade, multi core constructed as per IS :
7098 Part-I of 1988 as follows :
a)
Stranded Aluminum conductor in case of 10 sq.mm. and above and solid conductor in case of 10
sq.mm. and below.
b)
All Aluminum XLPE cables insulation shall be of high grade Cross-linked Polyethylene from
insulation for extrusion process.
c)
Cores lay up
The inner sheath should be bonded over with thermo-plastic material for protection against
mechanical and electrical damage.
Armoring should be provided over the inner sheath to guard against mechanical damage. Armoring
should be Galvanized steel wires or galvanized steel strips. (In single core cables used in A.C. system
armoring should be non-magnetic hard aluminum Wires/Strips.
Round steel wires should be used for armoring in case of 11 KV XLPE cables
d)
The outer sheath should be specially formulated heat resistant black PVC compound conforming to
the requirement of type ST2 of IS: 5831-1984 extruded to form the outer sheath.
1.2.2
Conductor shall be of electrolytic Aluminum/Copper conforming to IS : 8130 and are compact
circular or compact shaped.
1.2.3
Insulation shall be of XLPE type as per latest IS general purpose insulation for maximum rated
conductor temperature 70 degree centigrade.
1.2.4
In Inner sheath, laid up cores shall be bonded over with thermoplastic material for
against mechanical and electrical damage.
1.2.5
Insulation, inner sheath and outer sheath shall be applied by extrusion and lapping up process only.
1.2.6
Armoring shall be of galvanized steel wire/flat.
1.2.7
Repaired cables shall not be used.
1.2.8
Current ratings of the cables shall be as per IS : 3961.
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2.0
XLPE CABLES :
The XLPE insulated cables shall conform to latest revision as read along with this specifications.
The Conductor shall be stranded Aluminum/Copper circular/sector shaped and compacted.
In multi core cables the core shall be identified by red, yellow, blue and black coloring of insulation.
The XLPE insulated 11000 Volts grade power cables shall conform to latest IS and shall be suitable
for a steady conductor temperature of 70 degree centigrade.
The conductor shall be stranded Aluminum as called for in the Schedule of quantities.
The outer sheath shall be as per the requirement of type ST-2 of IS:5831 of 1984.
Supply and laying of cables:
The cables shall be suitable for laying in racks, ducts, trenches, conduits and underground buried
installation with uncontrolled back fill and chances of flooding by water.
Progressive automatic in line sequential marking of the length of cables in meters at every one meter
shall be provided on the outer sheath of all cables.
Cables shall be supplied in non returnable wooden drums as per IS : 10418.
Both ends of the cables shall be properly sealed with PVC/Rubber caps so as to eliminate ingress of
water during transportation, storage and erection.
3.1
Tests and Test Reports:
Cables shall be subjected to type tests, acceptance tests and routine tests as per 7098 Part - I. The
Consultant reserves the right to witness any or all the tests for which at least 20 days advance notice
shall be given by the contractor. Six (6) copies of all test reports shall be submitted for approval by
Engineer in Charge before dispatch of the materials from works.
3.2
3.3
3.4.1
Drawings and Data:
The Contractor shall furnish technical particulars of cables, type, make and catalogue for the
approval by Engineer in Charge.
The product should be coded as per IS - 7098 Part-I and the codes should be as follows:Aluminum Conductor
:A
XLPE Insulation
: 2X
Steel round wire armour
:W
Steel strip amour
:F
Steel Double round wire armour
: WW
Steel Double strip armour
: FF
Non-magnetic (Al.) round wire armour
: Wa
Non-magnetic (Al.) strip armour
: Fa
PVC outer sheath
:Y
HT Cables Standards
Indian Standard
IS 7098
IS 5831
IS 3975
IS 1753
Contractor
Description
XLPE insulated electric Cables.
PVC insulation and sheath of electric cables.
Mild steel wires, strips and tapes for armouring of
cables.
Aluminum conductors for insulated cables.
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3.4.2
Other Considerations
The HT cable sizing shall be based on fault level at 11 KV. The short circuit 26.5 KA withstand
duration shall be 1.0 sec for all feeder.
3.4.3
Technical parameters
Voltage grade
No. of cores
Nominal area of conductor
Conductor
Type of insulation
Shielding
Armoured or Unarmoured
Cables to be used in earthed or
unearthed system
11 kV (E) grade (Earthed system) laid from
Existing Substation To HT Panel To transformer
Three core
185 sq mm2
Aluminum conductor complying with the
requirements specified in I.S.
Cross linked polyethylene(XLPE)
Conductor shielding and insulation shielding
Armoured
Earthed system
3.4.4
Conductor
The conductor shall be made from high electrical purity Aluminum of circular shape. Conductor
construction and testing shall comply to latest I.S.
3.4.5
Insulation
High quality XLPE insulating compound of natural colour shall be used for insulation and shall be
chemically cross linked by continuous vulcanization process. The cables shall be manufactured with
dry cure system. This shall comply to latest IS.
3.4.6
Shielding:
The XLPE cables shall be provided with both conductors shielding and insulating shielding. Both
conductor shielding and insulation shielding shall consist of extruded semiconductor compound.
Additional insulation shall be provided with semiconductor tape and non-magnetic tape screen over
the extruded insulation conductor shielding. XLPE insulation and insulation shielding shall be
extruded in one operation by a special process ensuring perfect bonding of inner and outer shielding
with insulation.
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PART-E
L.T. CABLES & CABLE SCHEDULE
1.
2.
SCOPE:
This Section relates to supply, installation, testing and commissioning of medium voltage cables.
SYSTEM:
A) All cables are required to be laid either in excavated trench or on M.S. Structures or on the wall
or in RCC trench or in cable tray.
B) Cables shall be laid in one piece length and no straight through joint shall be allowed.
3.
MATERIALS:
All cables shall have following specifications:
a)
b)
c)
d)
e)
f)
4.
i)
ii)
iii)
iv)
v)
vi)
vii)
viii)
ix)
x)
xi)
xii)
xiii)
Voltage grade: 650 / 1100 Volts.
Insulation
: PVC
Sheathing
: PVC
Armour
: Galvanized steel tape / wire.
Specifications
: Cables shall confirm to the Indian Standard : IS : 1554-Part-I (1964)
Conductor
: Aluminium / Copper (as specified).
INSTALLATION:
Cable drums shall be checked for any damage in transit.
Insulation test of the cable shall be carried out between phases and phase to earth before unwinding
the drum.
Laying of cables shall be carried out by skilled and experienced labourers using adequate rollers to
minimize stretching of the cable/external damage to cables.
The cable drums shall be placed on jacks before unwinding the cable.
The cables shall be laid 15 cms. apart and at a depth of 0.75 meter below ground level.
The cables shall be laid on 750 mm deep sand bedding and shall be covered with approved bricks.
(Underground cables).
The excavated trench shall be back filed to the normal ground level and shall be well rammed by
spraying water and sufficient allowance made for settlement of the earth.
R.C.C. hume pipe with collar shall be used as sleeve for all road crossings.
(These shall be laid by Civil Contractor).
Cable entry to the building shall be through GI pipe / RCC pipes / buried in wall or concrete during
construction.
At all changes in direction, in horizontal and vertical planes, the cables shall be smooth and with a
radius of bend not less than 12 items diameter of the cables.
Approved GI cable markers shall be provided along the route of the cable at every 30 meters
distance. (For underground cables).
Cables in built-up trench shall be laid on MS clamps/supports to be fixed on side walls or top slab
of the trench.
Distance between two adjacent cables shall be kept equal to cable diameter and cables shall be
clamped properly to keep the cables in positions.
xvi)
Distinguishing markers shall be provided on both cable ends for identification. Cable tags shall be provided at
both ends cables indicating size of the cable and From / To information. For lengthy cables cable tags shall be
provided at every 30 Meters and at road crossings.
4.1
Appropriate size as specified in schedule have the following specifications - The design, manufacture and
testing and supply of cable under this specification shall compare with latest revision of IS standards which
should be furnished before supplying the cable. PVC armoured cable having 1.1 KV grade with ISI mark
constructed as per IS 1544 and detailed specification mentioned in above IS 1544 shall be submitted for
verification. The 8 SWG GI earth wire should be continuous with running cable. Insulation of the cable shall
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be of PVC type „A‟ as per IS 5831. General purpose insulation for maximum rated conductor temperature
should be 70 C. Inner sheath shall be of PVC type ST-1 and outer sheath shall be of PVC type ST-2 as per IS
5831. Insulation of inner sheath and outer sheath shall be applied by extrusion and lapping up process only.
Armoring shall be of galvanized steel wire/ flat. The cable should be in one piece and no joint is allowed
however if it is essential, a written consent form the engineer in charge should be taken. Current rating of the
specified cables shall be as per IS 3961. The PVC insulated cables shall conform to latest revision of IS 1554
(Part I), read schedule „B‟ along with this specification. The conductor shall be stranded aluminium,/ copper
circular/sector shape and compacted type. The cables shall be suitable for laying in trenches, ducts and
underground buried installations with uncontrolled back feeding and chances of flooducy by water. Cables
should withstand all mechanical, electrical and thermal stresses under steady state and transient state of
operation. The cable should withstand the system fault current with insulation screen/ armour insulated at one
end. The bidder shall furnish calculations in support of capability of cables for three-phase fault. Armour shall
be designed to withstand the earth fault current. The current carrying capacity of armour shall not be less than
the earth fault current values of the system. Progressive automatic in line, sequential marking of the length of
cables in meters at every one meter shall be provided on the outer sheath of both the cables. Cables shall be
supplied in non-returnable drums as per IS 10418. Both ends of the cables shall be properly sealed with PVC /
rubber cap so as to eliminate ingress of water during transportation, storage and erection. At the time of issue
of cable for laying, the cores shall be tested for continuity and insulation resistance and test results shall be
furnished to the competent authority.
4.2
At the time of actual laying of cable approximately 2.5 m. of surplus cable shall be left on each end of the
cable. The surplus cable shall be left in the form of a loop. Cables shall be subjected to type tests, acceptance
tests and routine tests as per IS 1554 to IS 10810.
4.3
Cable Termination comprises of brass cable glands flange type, Siemens type single compression of specified
rating at the termination of cables. While fixing glands to the terminal boxes sufficient care should be taken.
These cable glands shall be fix face to face to the boxes and gland-joining washer. Heavy crimping type Al /
Cu. Lugs should be used for termination of the cable leads. Skilled and experienced electricians should be
employed for this job so that the work should complete in systematic manner.
4.4
Trenches for Cables :
This item consists of making of trenches, for cables, having dimension 0.70 meters deep and 0.30 meters in
width. The trenches shall be excavated in reasonably straight lines, wherever there is change in direction,
suitable curvature shall be provided complying with the requirement of the manufacturer. Adequate
precautions should be taken not to damage any existing cables, pipes or other such installations in the proposed
route during excavation. Wherever bricks, tiles or protective covers of cables encountered, further excavation
shall not be carried out without the approval of the engineer in charge. If there is any danger of a trench
collapsing as endangering adjacent structures the sides should be well shored up with timbering and/as sheeting
as the excavation proceeds. The bottom of trench shall be in level and free from stone, brick etc. The trench
shall then be provided with a layer of clean dry sand cushion of not less than 20 cms in depth. Whole dry
bricks are to be laid across the length of the cable and engulfing the entire area of the cable laid in the
excavated trench. The whole bricks shall be laid over a layer of dry sand to ensure that no damage is done to
the cable already laid in prepared trench. The trenches shall be then backfilled with excavated earth, free from
stone or other sharp edges, debris and shall be ramped and watered, if necessary, in successive layers not
exceeding 30 cms unless or otherwise specified, a crown of earth not less than 15 cms in the center and
tapering towards the sides of the trench shall be left to allowed for subsidence.
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PART-F
CONCEALED IN SLAB / SURFACE / ABOVE FALSE CEILING CONDUITS POINT WIRING .
2.
3.
2.1
2.2
3.0
3.1
3.2
3.3
3.4
Concealed PVC conduits in Slab / wall
Conduits concealed in the wall should be installed in the rectangular fashion, i.e. horizontal or
vertical placement from the switch board, drop point, etc. In no case it should be installed
diagonally. The chasing of wall should be done by a machine which makes an exact slot in the wall
to accommodate the conduit. The conduit should be properly secured in the slot by necessary
hardware. Reinstatement should be done with plastering to the original surface of the wall. The
conduit entry in a switch box must be through a bush adaptor.
POINT WIRING.
System of Wiring.
The system of wiring shall consist of single core FRLS PVC insulated Multi stranded copper
conductor wire in PVC conduits concealed as called for.
General.
Prior to laying and fixing of conduits the contractor shall carefully examine the drawings indicating
the layout of conduits, satisfy himself about the sufficiency of the number and size of conduit,
location of junction boxes , sizes and location of switch boxes and other relevant details. The
consultant / Architects shall approve the layout any modification suggested by the consultant /
Architects should be carried by the contractor. Any discrepancy found in the drawing shall be
brought to the notice of the consultant.
Material.
PVC Conduit: PVC Conduit shall be of minimum wall thickness of 2 mm for conduit up to 25 mm
diameter and 2.7 mm for conduit above 25 mm diameter.
The tubing must be perfectly circular, without any burrs or kinks. All junction boxes shall be of
high dome type and 2 mm thick.
The conduit shall be delivered to site of construction in original bundles and each length of conduit
shall bear the label mark of manufacture.
The contractor shall submit to the consultant detail layout plan of conduit network containing
particulars regarding size and routs of conduits, no. of wires carrying in each conduits, inspection
and junction boxes provided.
The size of conduit shall be selected in accordance with the number of wires permitted under table
given below. The minimum size of the conduit shall be of 25 mm dia unless otherwise indicated or
approved. Size of wires shall be not less than 1.5 sq. mm copper.
Nominal
Nominal Cross 20 mm
dia.
Of sec area (mm)
wires (mm)
S
1/ 2.40
1.50
5
1/ 2.80
2.50
4
1/ 2.24
4.00
3
1/ 2.80
6.00
2
25 mm
B
3
2
2
-
S
8
6
5
3
32 mm
B
6
4
3
2
S
14
12
8
8
B
10
8
6
6
S-
Runs of conduits which have distance not exceeding 4.25 m between draw boxes and which
do not deflect from the straight by an angle more than 15 degree.
B-
Runs of conduits, which deflect, from the straight by more than 15 degree.
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4.
CONNECTIONS.
All conduit joints shall be fully weather tight. Junction boxes and running joints shall be provided at
suitable places to allow for subsequent extension if any. As far as possible diagonal run of conduit
and adaptable boxes, back outlet boxes, switch boxes and the like must be provided with entry spout
and smooth PVC bushes.
Conduit system shall be erect and straight as far as possible. To avoid traps where water may
accumulate from condensation, unless unavoidable, suitable provision for draining the water shall
be made. Separate conduit shall be run for 15-amp power out let wiring.
5
BEND IN CONDUIT
Where necessary, bend or diversion may be required then the circular inspection boxes with
adequate and suitable inlet and outlet shall be provided. In case of recessed system, each junction
box shall be provided with a cover properly secured and flush with the finished wall/ ceiling
surface, so that the conductor inside the conduit are accessible. No bend shall have radius less than
2.5 times the outside the diameter of the conduit.
6
FIXING OF CONDUIT.
Conduit and junction boxes shall be kept in position while the slab, wall / floor are under
construction for which proper holdfasts shall be provided. Conduits shall be arranged so as to
facilitate easy drawing of wires through them. Adequate junction boxes of approved make and size
shall be provided. Where conduits cross expansion joint in the buildings adequate expansion fitting
or other approved devices shall be used. All conduits shall be installed so as to avoid steam and hot
water pipes. Conduit stubs in floor slabs shall be kept as short as possible above the finished floor
level in order to avoid any damage to them. After the conduit, junction boxes, outlet boxes and
switch boxes are installed in position their outlets shall be properly plugged or covered so that
water, mortar, insects or any other foreign matter does not enter into the conduit system.
Where called for, surface conduits shall be fixed by means of spacer bar saddle at intervals not more
than 500 mm form both sides of fittings or accessories. The saddles shall be of 3 mm x 19 mm
galvanized mild steel flat, properly treated, primed and painted, securely fixed to support by means
of nuts and bolts / rawl plugs and GI machine screw.
7.
SWITCH OUTLET AND JUNCTION BOXES
All outlets for switch and other receptacles shall be equipped with rust proof outlet boxes of MS /
polycarbonate as called for, having external and internal surface true to finish. Where called for
outlet boxes for receiving switches and fan regulators shall be of same make of switch and sockets
with white polycarbonate modular cover plate
8.
TELEPHONES AND NET SYSTEM.
Conduits, junction boxes, draw boxes, outlet boxes and cover for telephone and net system shall be
separate as described under relevant clauses. Conduits for telephone and net system shall be at least
300 mm away from the electrical conduits. The conduits for telephone and net wiring shall be of
specified size and shall terminate at outlets as indicated on drawing. Telephone and net system
conduit shall have G.I. pull wires installed.
9.
BUNCHING OF WIRE
Wire carrying current shall be so bunched in the conduit that the outgoing and return cables are
drawn into the same conduit. Cables originating from two different phases shall not run in same
conduit.
10.
CONDUCTOR.
All PVC insulated copper conductor wire shall conform to relevant Indian standard in all respect.
11.
DRAWING OF CONDUCTOR.
The drawing and jointing of copper conductor wires and cables shall be executed with due regard to
the following precautions. While drawing insulated wires into the conduit care shall be taken to
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avoid scratches and kinks, which cause breakage of conductor. There shall be no sharp bends.
Insulation shall be stripped off like sharpening of a pencil and it shall not be removed by cutting it
square of wiring. Strands of wires shall not be cut for connecting at terminal. The terminals shall
have sufficient cross sectional area to take all strands and shall have flat ends. The pressure applied
to tighten terminal screws shall be just adequate neither too much nor too less. Conductor having
nominal cross sectional area of 10 sq mm and above shall always be provided with cable sockets. At
all bolted terminals, brass flat washer of large area and approved steel spring washers shall be used.
Brass nuts and bolts shall be used for all connections.
Only certified wiremen and cable jointer shall be employed to do jointing work. All wires and
cables shall bear the manufacturer‟s label and shall be brought to site in new and original packages.
For all internal wiring PVC, insulated wires of 650 / 1100 volt grade shall be used. The sub-circuit
wiring for point shall be carried out in looping in system and no joint shall be allowed in the length
of conductor. No wire shall be drawn into any conduit until all work of any nature that may cause
injury to wire is completed. Care shall be taken in pulling the wires so that no damage occurs to the
insulation of the wire. Before the wires are drawn into the conduit, the conduit shall be thoroughly
cleaned of moisture, dust, dirt, or any other obstruction by forcing compressed air through the
conduits. The minimum size of PVC insulated copper conductor wire for all sub- circuit, light and
fan point shall be 1.5 sq mm. In case of power circuit not more than two nos 15 amp power outlet
shall be carried out with 4 sq mm PVC insulated copper conductor wire. All power circuit shall be
provided earth wire.
12.
JOINTS.
All joints shall be made at main switches, distribution boards, socket outlets, lighting outlets, and
switch box only. No joint shall be made in conduits and junction boxes. Conductors shall be
continuous from outlet to outlet. Joint where unavoidable shall be made to conform to approved
standards.
13
MAINS AND SUB-MAINS
Mains and sub-mains cable where called for, shall be of the rated capacity and approved make.
Every sub main shall be drawn into an independent adequately sized conduit. Adequate size of draw
boxes shall be provided at convenient location to facilitate easy drawing of the sub-main and mains
cables. An independent earth wire of proper rating shall be provided for every single sub-main.
Where mains and sub-mains cables are connected to the switchgear, sufficient extra length of mains
and sub-mains cable shall be provided to facilitate easy connection and maintenance.
14
LOAD BALANCING.
Balancing of circuit in three-phase installation shall be planned before the commencement of wiring
and shall be strictly adhered to.
15
COLOR CODE OF CONDUCTORS
All wires shall be colour coded as follows:
Phase
Color of wire
R---------
:
Red ---
:
Phases
Y---------
:
Yellow---
:
Phases
B--------
:
Blue---
:
Phases
N-------
:
Black---
:
Neutral
Green---
:
Earth
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16
SWITCHES
All 6 Amp switches shall be enclosed type flush mounted switches of 250-volt grade. All switches
shall be fixed inside the switch box on approved white polycarbonate modular cover plate, secured
to the box with countersunk brass screws., leveling ample space at the back and side for
accommodating wires. The switch board controlling the light or fan shall be located at 1200 mm
above finished floor level, unless otherwise indicated.
17
FLUSH PLATES.
All switch receptacles and telephone outlet in walls shall be provided with approved white
polycarbonate modular cover plate, secured to the box with countersunk brass screws.
18
WALL SOCKET OUTLETS
All 6 Amp wall sockets outlets where called for on the drawing shall be switched and 3 pin type.
All 16 amp sockets outlets where called for shall be switched and 3 pin type. The sockets shall be
erected at 150 mm above finished floor level, unless otherwise indicated.
The switch controlling the point outlet and sockets outlet shall be on the phase wire of the circuit.
The earth terminal of the socket shall be connected to the earth terminal provided inside the box by
means of green pvc insulated copper earth wire.
19
GENERAL
Location of light / plug point etc., are shown on plan are tentative. It may change, if required. The
Contractor should carry out the work as per the directions of Architect.


Ceiling rose for light / fan points
Plug points
The following shall be deemed to be included in the point wiring

Switch and switch box (for switch, fan regulator,etc.)

PVC conduit with accessories.

Wiring between switch and ceiling rose / independent socket / and wiring other than mains
wiring.
Where one/two/three lighting fixture are controlled from one switch, wiring will be from switch to
fixture.
Each lighting circuit shall not have more than ten outlets or 800 watts whichever is lower and 3 KW
for power circuit. Each Conduit shall not hold more than three branch circuits.
Flexible wires for connection to appliances, fans and pendants shall be 650/1100 V grade, (three
cores i.e. (P. N. E. ) insulated, & sheathed with strengthening wire.
Every conductor shall be provided with identification ferrules at both ends matching the drawings.
20.
PVC CABLES, WIRES FOR LIGHTING & RECEPTACLE SYSTEM:
The contractor shall supply, install, terminate, connect, test and commission
(a)
650/1100V grade single care stranded Copper conductor PVC insulated wires of various
sizes.
(b)
650/1100V grade 2 core and three cores stranded copper conductor, PVC insulated wires for
the lighting and receptacle system. The wires supplied shall conform to the latest version of
I.S. specification 694/1977 (Part I & II). The manufacturer's identification mark shall be
available throughout the length of the wire. The wires to be supplied by the contractor shall
be of 650/1100 Volts grade, PVC insulated multi stranded FRLS type capable of continuous
operation at their rated current on 440 Volts, A.C. 3 phase, 50 cps system. The wires shall
be designed and manufactured so that damage will not result from transportation, installation
and operation under all climatic and operating conditions to which they may be subjected.
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All materials used in the manufacture of the wires shall conform to the relevant Indian
Standards. The PVC used for insulation shall conform to type 2 of IS : 5831. The conductors
shall be composed of hard drawn copper wire, approximately circular in section, smooth and
uniform in quality, free from scale, in equalities, spills, spits and other defects. The
following performance characteristics of the cables shall be guaranteed at the maximum
continuous rating when operating under specified operating conditions.
(a) Voltage drop.
(b) Max. Current rating.
(c) Operating conductor temperature.
21
BUNCHING OF WIRE:
Wires carrying direct current may, if desired be bunched whatever their polarity but wires carrying
lternating current if, installed in metallic conduit shall always to be so bunched that the outgoing and
return wires are drawn into the same conduit Standard colour codes (i.e. red, yellow, blue) should be
followed for wires connected to different phases for distribution and black for neutral only.
22.
POINT:
A point shall consist of the branch wiring from the distribution on board, together with a switch as
required as far as including the ceiling rose or socket outlet or suitable termination. A three pin
socket outlet point shall include in addition, the connecting wire or cable from the earth pin to the
earth stud of the branch distribution board.
23
POINT WIRING :
Point wiring shall consist of the branch from the final sub-distribution board together with the
controlling switch as far as and including the ceiling rose or any other connected load or socket
outlet. In case of more than one light being controlled by one switch the wiring up to the ceiling
rose of the first light including the switch shall be considered as a 'Primary' point. Loop wiring from
light to light shall be considered as a secondary point and rates shall be quoted separately including
final connection to fixtures and plugs. In installation, Light & fans may be wired in a common
circuit. Such sub-circuit shall not have more than a total of ten points of lights, fans & socket
outlets. The load of such circuit shall be restricted to 800 W for 5 Amps circuit & 2500 watts for 15
Amp in circuit.
24
PRIMARY POINTS :
Primary point wiring shall include all work necessary in complete wiring of a switch circuit of any
length from the tapping point of the distributed circuit to the following via the switch.
(a)
Ceiling rose or connector.
(b)
Back plate (in case of stiff pendants and fluorescent fittings with down rods etc.)
(c)
Socket outlets.
(d)
Lamp Holder.
(e)
Call ball/Buzzer (In this case the words "via the Switch" shall be read as : via the
coiling
rose/socket outlet or bell push).
(a)
(b)
c)
(d)
Contractor
The following shall be treated to be included in the primary point wiring:
Installation of H.G. conduit of suitable sizes.
Drawing of copper conductor insulated wire of suitable sizes including
connections.
Installation of controlling switch and receptacle boxes including connections,
looping.
All accessories such as pressed steel saddles, spacers, reducers, hooks, nails, screws,
earthing wire, phil plug compound, rawal plug, wooden plugs,bend, elbows, couplers
junction boxes, bushes, earthing clamps, check nuts etc. as required.
University Engineer
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(e)
(f)
Loop earthing with 2 mm dia tinned copper wire for fan regulator three pin sockets out let,
ceiling or exhaust fans, lighting, fixture from the common earthing point. However conduits
installation for point wiring shall include continuous earth run 2 mm dia tinned copper wire.
Connections to ceiling rose, connector, socket outlet, lamp holder, switch fan
regulator etc.
25
CEILING FANS :
All ceiling fans shall be wired to a ceiling rose or special connector box and further connection to fan
to be done by flexible wire. The fan should be suspended from a hook, shackle or clamp and
insulated from the same with an insulator real of proper side. There shall be no joints in the
suspension and secured by means of split pin at both ends. Wherever specified the hooks for fans
shall be fixed by the contractors to ceiling rigidly welded to reinforcement and finished properly. All
celling fans shall be provided with suspension arrangement in the concrete slab/roof. The Exhaust
fans shall be fixed at locations show on the drawing. All switch and outlet boxes fan and light fitting
shall be bonded to earth.
Canopies on top and bottom of suspension rod shall effectively hide suspensions and connection to
fan motors respectively.
26.
TESTING AND COMMISSIONING OF INSTALLATION:The electrical contractor shall be completely responsible for the testing and commissioning of the
installation as per standards & specification before handing over the installation to the department.
The routine tests to be conducted in presence of department Engineer is detailed below. In case if
any special tests of reasonable nature are required to be conducted as per instructions of Engineer-incharge in order to ascertain the quality of materials or workmanship these should be conducted by
the contractor at his own cost and risk. Before completion of installation or an addition to the
existing installation is put into service, the following tests shall be complied with by the contractor.
A.
Insulation Resistance.
26.1
The insulation resistance shall be measured by applying between earth & the whole system of
conductor or any section thereof with all fuses in place and all switches closed and except in earthed
concentric wiring, all lamps in position both poles of installation otherwise electrically connected
together a DC voltage not less than twice the working voltage, provided that it does not exceed 500
volts for medium voltage circuits. Where the supply is derived from three wires (AC or DC) or a
poly phase system the neutral pole of which is connected to earth either direct or through added
resistance the working voltage shall be deemed to be that which is maintained between the outer
phase conductor and the neutral. All tests in 240 V systems shall be conducted by 500 V meggar and
415 volt system by 1000 volt meggar.
26.2
The insulation resistance in megohms of an installation measured as in 1.10.1 shall be not less than
50 divided by the number of points of the circuit, provided that the whole installation need not be
required to have insulation resistance greater than one megohm.
26.3.
Control rheostats, heating and power appliances and electric signs, May if desired be disconnected
from the circuit during the test but in the event the insulation resistance between the case of frame
work and all live parts of each rheostat, appliance and sign shall be not less than specified in the
relevant Indian Standard specification or where there is no such specification shall be not less than
half a megohm.
26.4.
The insulation resistance shall be measured between all conductors connected to one pole or phase
conductor of the supply and all the conductors connected to the middle wire or to the neutral or to the
other pole or phase conductors of the supply. Such a test shall be made after removing all metallic
connections between the two poles of the installation and in these circumstances the insulation
resistance between all conductors connected to one pole or phase conductor of the supply and all the
conductors connected to the middle wire or to the neutral or the other pole or phase conductors of the
supply shall be not less than that specified in 1.10.2.
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26.5.
26.6.
On completion of an electric installation (or an extension to an installation) a certificate shall be
furnished by the contractor, countersigned by the verified supervisor under whose direct supervision
the installation was carried out. This certificate shall be in a prescribed form as required by the local
electric supply authority. One such recommended form is given in Appendix.
TESTING OF EARTH CONTINUITY PATH:The earth continuity conductor including metal conduits and metallic envelopes of cable in all case
shall be tested for electrical continuity and electrical resistance of the same along with the earthing
lead but excluding any added resistance or earth leakage circuit breaker measured from the
connection with earth electrode to any point in the earth continuity conductor in the completed
installations shall not exceed one ohm.
TESTING OF POLARITY OF NON LINKED SINGLE-POLE SWITCHES:26.7 (I)
In a two wire low voltage installation, a test shall be made to verify that all non- linked,
single pole switches have been fitted in the same conductor throughout and that such
conductor has been connected to an outer or phase conductor or to the non-earthed conductor
of the supply.
(II)
In three wires or four wire installations, a test shall be made to verify that all non linked,
single pole switches is fitted in a conductor, connected to one of the outer phase conductor of
the supply.
27
LIGHTING FIXTURE
The light fixture and fans shall be Approved makes and as per specification assembled and installed
in position complete and ready for service in accordance with the detailed drawing, manufacturers
instructions and to the satisfaction of the Architect / consultant. Fixture shall be suspended true to
alignment plumb level and capable of resisting all lateral and vertical forces and shall be fixed as
required.
27.1
General requirements for the fixtures:
All the fixtures shall be suitable for 240 volts, single phase, 50 cycles/sec AC supply available from
a phase and earthed neutral of the 415 V, 3 phase, 4 wires system (unless otherwise specified).
The fixture shall be provided with the earthing arrangements and shall meet with safety
requirements of the various standard specification and safely codes and be approved by the Fire
Insurance Association.
All fixtures supplied against this specification shall be guaranteed for a period of one year from the
date of their installation and commissioning for free repairs and free replacement.
In case of 2/4 tube fixture internal wiring shall be done with minimum 1.0 Sq. mm flexible copper
conductor wires so as to avoid stroboscopic effect.
27.2
For each type of fixtures and lamp unit the following data shall be required.
(a) Illumination distribution curves with percentage ceiling.
(b) Total mean output of the lamp.
(c) Overall dimensions and mounting arrangement in false ceiling.
(d) Other technical details such as co-efficient of utilization,
reflecting properties etc. and complete details of louvers.
(e) Descriptive technical literature and test certificate.
(f) Weight of lighting fixtures.
27.3
Ballasts :
1.
Ballast shall be built as per relevant IS 1534
2.
Ballast should be supplied with low loss preferably around 9 watts or less (The measurement
shall be carried out with analog meters).
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3.
4.
5.
6.
7.
Ballast shall be polyester filled.
Polyester resin filler shall have a good thermal conductivity and efficient electric insulation
to ensure quick dissipation of heat. Polyester resin shall be vacuum filled into the ballast to
Ensure that there is no air gap between the winding core and ballast core.
Ballast shall have small dimension and low working temperature and long life.
Guaranteed life to be stated.
Ballast shall be free of hum.
It shall be tested for insulation resistance, operating current, short circuit current and leakage current. It shall withstand the dielectric voltage test of 2 KV for one minute.
28
DISTRIBUTION BOARDS (FOR LIGHTING AND POWER)
DB shall be metal clad, 500V-type SP, TP or TPN pole without or with neutral link and of the size as
required and indicated in the applicable drawings. The number of ways of circuits shall be as
specified and required. Each way shall have a MCB for each phase. The neutral bus wherever
required shall have as many tapped holes as necessary to receive the neutral leads. Suitable size 1/2"
long round head brass screws shall be provided for 1 BA size. Each phase shall be separated from the
other by a non-metallic insulated barrior. Means shall be provided for any identification of each
branch circuit. Each DB shall have its main disconnect or switch of the type and size as required and
indicated. The main disconnect shall be mounted directly or otherwise below or above the
distribution board as required. The locations of panels as shown in the drawing are only tentative. All
panels shall be located as self supporting units at a place as approved by the Engineer-in-charge. The
Distribution Board shall be fabricated of 2 mm thick M.S. CRCA Sheet. Necessary hold fasts shall
be provided. The fronts doors shall have concealed hinges and have detachable type doors with
frame. This frame with door shall be fixed to the main body concealed in wall by means of counter,
sunk chromium plated screws. Neoprene Gasket shall be provided between frames. Necessary
danger board (as per IS) shall be fixed on the door & arrangement shall be made for two earthing
terminal which are diagonally opposite. 6 mm x 30 mm long brass earthing stud with nuts& washers
shall be provided. It is preferable to have top plate of Distribution Board detachable type with
necessary gasket and knock outs to suit site condition. Necessary stiffeners shall be provided
wherever cutouts are made. Required knockouts shall be provide on sides also. The frame work
required for fixing MCB/ isolators/Neutral link (insulated type) shall be min. of 3mm thick hylam
sheet & of adequate size shall be welded to the main body. There shall be two separate
compartments that is barriers M.S./Hylam Sheet (3mm thick minimum) one housing SFU/Isolator &
the other housing MCBS, wherever wires passes through M.S. Sheet/cutout necessary bushes shall
be provided. The bus bars shall be of tinned copper material, properly sleeved and minimum of 100A
capacity. Minimum size of 6 Sq. mm copper wires (multistrand PVC insulated) shall be used for
inter connections and for 30 A and above sizes shall be as follows:(a) 30 A capacity by 10 Sq. mm.
(b) 60 A capacity by 25 Sq. mm.
c) 100 A and above strips shall be used based on current density and other design consideration.
The Neutral link shall be of adequate size and shall be of Copper/Brass materials, tinned & 10%
extra ways shall be provided. The entire front interior shall be covered with minimum of 5 mm thick
fire retardant sheet with necessary cutouts for knob. The inter phase barriers shall be of fine resistant
& non hygroscopic. The entire fabricated Distribution Board shall be of metal treated by seven tank
process, with 2 coats of zinc chromate base and 2 coats of final approved paint. The interior of
Distribution Board shall have final white colour paint. The contractor shall submit G.A. and
fabrication drawings and shall offer Distribution Board for stage and final inspection by
Department.Distribution Board manufacture by MCB manufacturer would be considered if the
general specifications are in line with department specifications.
29
MINIATURE CIRCUIT BREAKERS : (Tripping Type)
The MCB's to be used in the distribution board shall be of completely moulded design suitable for
operation at 240/415 volts 50 Hz system. The capacity shall be 9 KA and where required, these shall
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be backed by H.R.C. Fuse links of adequate capacity. The MCB's shall have overload and short
circuit protection. Type test certificates from independent authorities shall be submitted with the
tender. The MCB time current characteristic shall co-ordinate with H.R.C. Fuse/PVC cable
characteristics unit shall comply with latest edition of IS 8828, BS 3871, VDE 0641 etc., and latest
test reports from CPRI etc. Shall be submitted along with the tender.
30
FLAT DISTRIBUTION BOARDS :
Final distribution boards shall be flush mounting, totally enclosed dust and vermin proof and shall
comprise of miniature circuit breakers as detailed in the schedule of quantities. The above shall be
housed in metal box of ample dimensions made out of 14 gauge M.S. sheet and shall have a
concealed hinged cover. All the internal connections shall be concealed by providing a Hylam panel
of 5 mm thick in the distribution boards. All outgoing M.C.B.'s shall be connected to the bus bar on
the live side. The bus-bar shall be of electrical grade copper having a minimum current density of
800 A/sq. inch and with PVC sleeves. The MCB arrangement shall be mounted on a frame work.
The distribution board shall be painted with approved paint. All the circuits shall have an
independent neutral insulated wire one per circuit. A sample of the complete board is to be got
approved by the Engineer-in-charge.
31
PAINTING :
All the panels/switch boards/distribution boards shall be metal treated with seven tanks
consisting of degreasing, de scaling, phosphate etc.
32
process
EARTH LEAKAGE CIRCUIT BREAKER
Supply of earth leakage circuit breaker of 300 mA sensitivity and Ip 54 degree of protection of
English Electric or equivalent make of following salient details and of below mentioned capacity
suitable for operation on 240V/440V either single phase (2 pole) or three phase & neutral (4 pole)
A.C. supply. Each unit shall have the below mentioned salient facilities:1. Unit to be purely current operated.
2. Tripping through switch lock of electromagnetic type.
3. Trip free with test switch facility.
4. To operate even in case of neutral failure.
5. Neutral advance Mechanism.
6. Repeat accuracy of plus/minus 50.
7. Unit to operate for nominal voltage well below maximum safe value of 10V.
Unit shall comply with latest BS 3871 & 4293, I.S., CEE 27 & 18, and firms shall submit
test reports including latest test report from CPRI and to meet the new IE-Rule 61(A) regarding
providing earth leakage protection device. Product evaluated and recommended by Electricity
Board, Electric Supply Co's will be preferred.
Contractor
University Engineer
143
SECTION - I
T-1
TEST TO BE CARRIED OUT
TESTS AT MANUFACTURER‟S WORKS
These shall be carried out at Manufacturer‟s works as per relevant IS specifications. Copies of
these certificates shall be submitted in the O & M manual. Copies of TYPE TEST
CERTIFICATES shall be submitted.
T-2
SITE TESTS
Following Tests shall be carried out in the presence of the Owner's representative / Consultant.
Equipments / Transformer / Switch-boards
a)
a.1
a.2
Transformers
Visual inspection for apparent damage, broken parts, cracks, leaks, oil level, etc.
For transformer, 3 samples of the transformer oil shall be taken from the bottom of tank and shall be
tested to withstand 50 KV for 60 seconds against 2.5 mm gap as described in the appendix of IS :
335 ( Latest Edition )
Insulation Resistance Tests by Minimum 5000 V D.C. Meager. The values shall correspond to
factory test results.
Wherever the oil sample tests and IR values are not satisfactory ( in the opinion of Consultants )
transformer shall be dried out using stream line filter. The drying process shall be continued till the
Insulation Resistance Curve shows a steady and definite increasing trend and the meager Value
shall be not less than 20 Mega Ohms per KV. (Drying Out / Filtration shall be at extra cost. )
All transformer accessories such as Buchholz Relay, breather, gauges, thermometer, etc. shall be
thoroughly checked and adjusted.
Ratio Test ( By using AVOMETER )
On energisation the new transformers shall be kept on NO LOAD for minimum 24 hours.
a.3
a.4
a.5
a.6
a.7
T.3
b.1
b.2
b.3
b) M.V. Switch-Boards / Equipments:
Insulation Resistance tests with 5000 V meager with switches in closed position Minimum
acceptable results.
Phase to Phase 50 Mega ohms.
Phase to Earth 50 Mega ohms.
Switch-Boards including secondary wiring to be subjected to 2 KV tests for 1 minute.
Meters and Relays to be calibrated through secondary injunction tests (Optional and at extra cost.)
c)
Cables
Insulation Resistance Tests by 5000 V Meager between phases and between all phases and earth.
d)
Conduit Point Wiring / Switches / Sockets
d.1
Insulation Resistance Test
d.2
Earth Continuity Test
d.3
Polarity test for single switches
e)
Earthing
Earth meager tests shall be carried out on following :
a.
Each Earthing station.
b.
Earthing System as a whole.
c.
Each continuity conductors.
------------XXXX--------
Contractor
University Engineer
144
QUALITY
ASSURANCE
&
MAINTENANCE
Contractor
University Engineer
145
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 University 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 statement detailing his exact proposals of execution of the
work in accordance with the specifications. He shall get these approved form 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 University 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
University Engineer
146
SCOPE OF WORK
Contractor
University Engineer
147
SCOPE OF WORK & SITE CONDITION=
NAME OF WORK :
The proposed work is for Construction of Main college building for Horticulture college at Mulde,
Tal - kudal, Dist – Sindhudurg. The site is situated near Kudal new S.T. Stand easily accessable by
tar road 5 km from Mumbai – goa highway
The scope of work is as follows.
PART- [ A ] : CIVIL / WATER-SUPPLY AND SANITARY WORK / FIRE FIGHTING SYSTEM
(a) CIVIL WORK
1)
Excavation in soft strata and hard strata with small gravells for foundation.
2)
Bed concrete 10/15 cm thick.
3)
R.C.C work for footing, columns, beam, slab, waist slab and step, chajja, pardi, fins, as per
approved design and drawing Reinforced concrete is proposed in M-25 grade as per guidelines
of IS : 456-2006.
4)
Laterite stone masonry 23 / 15 cm thick as per drawing for internal and external wall.
5)
Electric Machine cut hard laterite stone having fine voids grinder finish 23 / 15 cm thick as per
drawing for exposed laterite wall.
6)
Sand faced plaster for external side and 20 / 12 mm thick plaster for internal plaster with wall
care putty.
7)
Flooring :- 60 x 60 cm size Mat finish Vitrified flooring with spacer / Rustic finish Vitrified
Flooring / 55 cm x 55 cm size Kotha Stone flooring / ceramic tiles Anti Skid 300 x 300
millimeter for flooring with spacer and Ceramic dado 300 x 600 millimeter as per detailed
design and drawing.
8)
Doors frames :i) Hot Deep Galvanized Tata Kin Fast Pressed Metal Sheet 16 gauge
frames. ii ) R.C.C. Tufframe make precast frames as per schedule B.
9)
Doors Shutter :i) Ghana teak wood shutter frame with both side 8 mm thick Plywood with
both side laminate fixing. ii) water proof flush shutter with both side laminate.
10)
Window :i)
Powder coated Jindal make medium class Aluminum section two / three track
sliding window with 5.5 m m thick float glass etc
ii)
Louvered aluminum window with powder coating.
11)
12)
13)
14)
15)
16)
17)
18)
19)
20)
21)
22)
23)
24)
25)
26)
27)
28)
Spray synthetic enamel painted M.S. Grill / Crimped wire mesh jail grill for Library.
Water proofing treatment brick bat coba is proposed.
Tubular / Hollow pipe steel work for roofing
Colour coated sheet roofing
Hot deep Galvanized iron coating to grill , railing , and Pipe steel works.
Bison panel decorative eaves board.
Oil bound distemper to inside.
Exterior grade paint to outside.
Electric machine cut hard laterite stone for exposed cladding.
Cement pointing to cladding .
Super seal M 104 coating to exposed laterite.
Any other item not included above but included in Schedule “B”.
Water and Labours are available with in the vicinity of work , however contractor should
consider the facts before quoting the tender.
Plinth protection with lacquer coated cheqqured tiles
Lacquar coated 60 mm thick paving blocks.
Under ground water tanks.
Drain water gutter
Contractor have to arrange his own electricity at site.
Contractor
University Engineer
148
( b ) SANITARY AND WATER SUPPLY WORK
1. External underground / Open UPVC Pipe- – SCH 80 – Supreme
2. Concealed ( Internal ) CPVC Pipe - CTS TYPE 11 - AJAY
3. Brass Valves - Matrix
4. Water Meater - – Single jet – Anand / Agashi
5. CPVC Valves - CPVC Pipe – Sch. 40 - AJAY
6. CP Fixtures - JAQUAR
7. Ceramic Fixtures – Hindware, Parry ware
8. S. S. Sink - NIRALI
9. UPVC SWR Pipe – Finolex, Supreme, Prince
10. UPVC Under Ground Drainage Pipe – Supreme, Finolex
11. PVC Under Ground Chamber – Supreme, Astrasal
12. Submersible Monoblock Pumps – Kirloskar, Lamp Pumps
(c)
FIRE FIGHTENING WORK
1. G. I. Pipe 50 millimeter to 150 millimeter diameter
2. Submercible pump
PART [ B ] : ELECTRICAL WORK
1.
1.1.
1.2.
1.3.
1.4.
Civil Works under scope of Electrical Contractor.
Excavation and concreting..
Inspection chambers for earthing Stations, Man hole chamber for HT cable in RCC
Hume pipe.
Excavation for under-ground cable trenches including supply and laying of sand / bricks and
reinstatement of trenches including ramming and making the soil as per original.
1.5. Excavation Bore and refilling of earthing pits including supply and spreading of salt and coal / Earthing
Compound.
1.6. All MS supports / trays etc. for cables / M.S. Channels for mounting lighting fittings / structure or wall
mounting .D.Bs. etc.
1.7. Grouting (including foundation bolts) of floor mounting lighting Switch-boards unless otherwise
specifically mentioned these and similar fabrications shall be necessarily carried out by Electrical
Contractor. Further, unless otherwise specifically mentioned, cost of supply and creation of these
fabricated structures, is supposed to be included in respective items.
2.
Civil Works under the scope of Civil Contractor
2.1. Cement concrete foundation for equipments such as Breaker, Transformers etc.
2.2. All chasses are to be carry out by Civil Contractor with using chicken mesh fixed by nails and cement
plastering matching to surrounding plaster by his own cost.Although above Civil works are to be carried
out by Civil Contractor, it will be Electrical Contractor‟s responsibility to furnish drawings for these
well in time, co-ordinate and get the works completed under his direct supervision, well within schedule
to ensure commissioning of the installation on agreed date. If due lapses on part of Electrical
Contractor, above Civil Works are not completed within schedule and before Civil Contractor
demobilizes from site, additional costs if any shall be borne by the Electrical Contractor.
Contractor
University Engineer
149
TENDER DOCUMENTS
VOLUME II
-
SCHEDULE "B"
Contractor
University Engineer
150
CONTRUCTION OF MAIN COLLEGE BUILDING FOR COLLEGE OF
HORTICULTURE AT MULDE, TAL. KUDAL, DIST. SINDHUDURG
RECAPITATION SHEET
PART-A :CIVIL WORK
: RS. 11,80,76,775.00
PART-B : WATER-SUPPLY & DRAINAGE WORKS
: RS.
52,70,145.00
-----------------------------TOTAL –[A+B] : RS. 12,33,46,920.00
PART-C : FIRE FIGHTING SYSTEM
PART-D : ELECTRICAL WORK
: RS.
19,59,699.00
: RS. 1,10,41,129.00
--------------------------TOTAL –[C+D] : RS. 1,30,00,828.00
Total [ A + B + C + D ]
: Rs. 13,63,47,748.00
( RUPEES THIRTEEN CRORES SIXTY THREE LAKH FORTY SEVEN
THOUSAND SEVEN HUNDRED FORTY EIGHT ONLY )
Contractor
University Engineer
151
BLANK PAGE
Contractor
University Engineer
152
DR. BALASAHEB SAWANT KOKAN KRISHI VIDYAPEETH AT DAPOLI. TAL. DAPOLI, DIST. RATNAGIRI.
NAME OF WORK : PROPOSED CONSTRUCTION OF MAIN COLLEGE BUILDING FOR COLLEGE OF HORTICULTURE
PART- [ A ] SCHEDULE - "B" FOR CIVIL WORK
ITEM
NUMBERS
1
1
2
DESCRIPTION OF ITEMS
2
Cleaning the entire site of all the obstacles including
cutting down all shrubs , trees , grass plant roots
including 5 metre cleaning around building with entire
area of building being entirely removed before the
comilimeterencement of the work and also cleaning
the site of all debris and labour hutments, temporary
shed , materials godown, water storage tank,
constructed for the purpose of the construction etc
leveling in it dry condition on site , disposing off
unwanted materials as directed by engineer in charge.
Block Excavation for foundation in earth soil of all
sorts , sand , gravel , soft murum including dressing
section to the required grade and level or level given
on drawing including all lifts and leads , and
conveying the excavated material up to 50 meter
distance from building face and stacking as directed
by engineer in charge.
a) by mechanical means
Contractor
ESTIMATED
QUANTITY
MAY BE
MORE OR
LESS
UNIT
RATE IN
FIGURE
3
Spec.NumberAs
directed by
engineer in charge.
4
1.00
5
One Job
6
15000.00
7
( Rupees Fifteen
Thousand And
Paise Nil Only )
8
15000.00
Spec.NumberRd . 2
Page Number 180
with additional
wording mentioned
in Schedule C
1801.00
One
Cubic
Meter
55.55
( Rupees Fifty Five
And Paise Fifty
Five Only )
100045.55
SPECIFICATION
PAGE NUMBER
AND ITEM
NUMBER
University Engineer
RATE IN WORD
AMOUNT
153
1
3
4
5
2
Excavation for foundation in earth soil of all type ,
sand , gravel, soft murum including removing the
excavated material upto a distance of 50 meter beyond
the building area and lift as specified , stacking and
spreading as directed including dewatering unless
provided elsewhere , preparing the bed for the
foundation and necessary backfilling , compacting by
mechanical murum compactor, watering including
shoring and strutting etc. complete . ( Lift up to 1.50
meter )
Excavation for foundation in earth soil of all type ,
sand , gravel, soft murum including removing the
excavated material upto a distance of 50m. Beyond the
building area and lift as specified , stacking and
spreading as directed including dewatering unless
provided elsewhere , preparing the bed for the
foundation and necessary backfilling, compacting by
mechanical murum compactor , watering including
shoring and strutting etc. complete . (Lift 1.50 m to
3.00 meter)
Providing and laying in situ Plum cement concrete 30
% using 80 milimeter size hand broken metal in
proporation M15 of trap metal for foundation and
bedding, including bailing out water manually plywood
/ steel formwork, compacting and curing complete.
6
Providing soling using 80 millimeter size trap metal in
layers of 15 centimeter each including filling voids
with sand , remaining, watering etc complete.
7
Providing and laying in situ cement concrete in
proportion M15 of trap metal for foundation and
bedding, including bailing out water manually plywood
/ steel formwork, compacting and curing complete.
Contractor
3
Spec.NumberBd .
A .1 Page Number
259 with
additional wording
mentioned in
Schedule C
4
3155.00
5
One
Cubic
Meter
6
202.00
7
( Rupees Two
Hundred Two And
Paise Nil Only )
8
637310.00
Spec.NumberBd .
A .1 Page Number
259 with
additional wording
mentioned in
Schedule C
2326.00
One
Cubic
Meter
221.15
( Rupees Two
Hundred Twenty
One And Paise
Fifteen Only )
514394.90
Spec.NumberBd .
E .1 Page Number
287 with
additional wording
mentioned in
Schedule C
Spec.NumberBd .
A .12 Page
Number 264 with
additional wording
mentioned in
Schedule C
Spec.NumberBd .
E .1 Page Number
287 with
additional wording
mentioned in
Schedule C
484.00
One
Cubic
Meter
3795.85
( Rupees Three
Thousand Seven
Hundred Ninety
five And Paise
Eighty Five Only )
1837191.40
680.00
One
Cubic
Meter
1156.80
( Rupees One
Thousand One
Hundred Fifty Six
And Paise Eighty
Only )
786624.00
258.00
One
Cubic
Meter
5168.40
( Rupees Five
Thousand One
Hundred Sixty
Eight And Paise
Forty Only )
1333447.20
University Engineer
154
1
8
2
Providing and laying in Situ Cement concrete in
proportion 1:3:6 of trap metal for foundation and
bedding, flooring, including bailing out water,
formwork, compacting and curing complete .
9
Providing and casting in situ cement concrete M 25 of
trap metal for R.C.C work in foundation like raft,
grillages, strips, foundations and footings of R.C.C
columns and steel stanchions etc. including bailing out
water, centering, plywood/steel formwork, compaction,
finishing
and
curing
complete.
(Excluding
reinforcement & structural steel )
trap metal for R.C.C Column as per detailed design and
drawings or as directed by engineer in charge including
centering ,plywood / steel formwork , compacting ,
roughening the surface if special finish is to be
provided and curing (Excluding reinforcement &
structural steel) etc.complete.
a) Lower Ground , Ground and First Floor
10
4
408.00
5
One
Cubic
Meter
6
4436.10
7
( Rupees Four
Thousand Four
Hundred Thirty Six
And Paise Ten
Only )
8
1809928.80
612.00
One
Cubic
Meter
6019.85
( Rupees Six
Thousand Nineteen
And Paise Eighty
five Only )
3684148.20
--do--
577.00
One
Cubic
Meter
7323.75
4225803.75
b) Second floor
--do--
100.00
One
Cubic
Meter
7397.00
c ) Third Floor
--do--
22.00
One
Cubic
Meter
7470.25
(Rupees Seven
Thousand Three
Hundred Twenty
Three And Paise
Seventy Five Only)
(Rupees Seven
Thousand Three
Hundred Ninety
Seven And Paise
Nil Only)
( Rupees Seven
Thousand Four
Hundred Seventy
And Paise Twenty
Five Only )
Contractor
3
Spec.NumberBd .
E .1 Page Number
287 with
additional wording
mentioned in
Schedule C
Spec.NumberBd .F
.3 Page Number
298 with
additional wording
mentioned in
Schedule C
Spec.NumberBd .F
.5 Page Number
300 with
additional wording
mentioned in
Schedule C
University Engineer
739700.00
164345.50
155
1
11
12
13
2
Providing preconstructional Anti termite treatment by
treating the bottom surface and the sides of excavation
in soil with the plinth beams at the rate of 5 Liter of
emulsion concentrate of one percent concentration of
CHLRPYRIFOS 20 % F.C.ISI approved confirming
(I.S.8944 ) ( i.e.by diluting 5 liter of chlorpyrifos 20 %
EC with 95 liter of water) and spraying by high volume
sprayer per square meter surface area with ten years
guarantee bond as per I.S.6313 ( part II 1981 )
Providing preconstruction Anti termite treatment as per
I.S.6313 ( Part II ) by treating the top surface of plinth
filling at the rate of 5 liters of emulsion concentrate of
0.5 percent of HEPHOCLORE per square meter of
surface area covering 10 years guarantee .
3
Spec.NumberAs
directed by
Engineer in charge
with additional
wording
mentioned in
Schedule C
4
8348.65
5
One
Square
Meter
6
30.30
7
( Rupees Thirty
And Paise Thirty
Only )
8
252964.10
Spec.NumberAs
directed by
Engineer in charge
with additional
wording
mentioned in
Schedule C
Spec.NumberBd .F
.6 Page Number
300 with
additional wording
mentioned in
Schedule C
2471.00
One
Square
Meter
44.40
( Rupees Forty
Four And Paise
Forty Only )
109712.40
--do--
645.00
One
Cubic
Meter
7335.90
4731655.50
b) Second floor
--do--
160.00
One
Cubic
Meter
7409.25
c ) Third Floor
--do--
26.50
One
Cubic
Meter
7482.60
( Rupees Seven
Thousand Three
Hundred Thirty
Five And Paise
Ninety Only )
( Rupees Seven
Thousand Four
Hundred Nine And
Paise Twenty Five
Only)
( Rupees Seven
Thousand Four
Hundred Eighty
Two And Paise
Sixty Only )
trap metal for R.C.C Beam and Lintel as per detailed
design and drawings or as directed by engineer in
charge including centering ,plywood / steel formwork ,
compacting , roughening the surface if special finish is
to be provided and curing ( Excluding reinforcement &
Contractor
University Engineer
1185480.00
198288.90
156
1
14
15
2
trap metal for R.C.C Slab and landing of all thickness
as per detailed design and drawings or as directed by
engineer in charge including centering ,plywood / steel
formwork , compacting , roughening the surface if
special finish is to be provided and curing ( Excluding
reinforcement & structural steel) etc.complete.
3
Spec.NumberBd .
F .8 Page Number
302 with
additional wording
mentioned in
Schedule C
4
5
6
7
8
--do--
869.00
One
Cubic
Meter
7735.85
6722453.65
b) Second floor
--do--
292.00
One
Cubic
Meter
7813.20
c ) Third Floor
--do--
32.00
One
Cubic
Meter
7890.55
( Rupees Seven
Thousand Seven
Hundred Thirty
Five And Paise
Eighty Five Only )
( Rupees Seven
Thousand Eight
Hundred Thirteen
And Paise Twenty
Only )
( Rupees Seven
Thousand Eight
Hundred Ninety
And Paise Fifty
Five Only )
--do--
124.50
One
Cubic
Meter
7678.25
955942.13
--do--
12.50
One
Cubic
Meter
7755.05
( Rupees Seven
Thousand Six
Hundred Seventy
Eight And Paise
Twenty Five Only )
(Rupees Seven
Thousand Seven
Hundred Fifty Five
And Paise Five
Only)
trap metal for R.C.C Waist Slab , steps , and parapet as
per detailed design and drawings or as directed by
engineer in charge including centering ,plywood / steel
formwork , compacting , roughening the surface if
special finish is to be provided and curing ( Excluding
reinforcement & structural steel) etc.complete.
b) Second floor
Contractor
2281454.40
252497.60
Spec.NumberBd .F
.13 Page Number
305 with
additional wording
mentioned in
Schedule C
University Engineer
96938.13
157
2
3
--do--
trap metal for R.C.C Pardi as per detailed design and
provided and curing ( Excluding reinforcement &
Spec.NumberBd .F
.11 Page Number
304 with
additional wording
mentioned in
Schedule C
1
4
7.60
5
One
Cubic
Meter
6
7831.85
7
( Rupee seven
Thousand Eight
Hundred Thirty
One And Paise
Eighty Five Only )
8
59522.06
--do--
251.45
One
Cubic
Meter
8986.20
2259579.99
b) Second floor
--do--
15.00
One
Cubic
Meter
9076.10
c ) Third Floor
--do--
5.70
One
Cubic
Meter
9165.95
( Rupees Eight
Thousand Nine
Hundred Eighty Six
And Paise Twenty
Only )
( Rupees Nine
Thousand Seventy
Six And Paise Ten
Only )
( Rupees Nine
Thousand One
Hundred Sixty Five
And Paise Ninety
Five Only )
22.85
One
Cubic
Meter
7455.05
( Rupees Seven
Thousand Four
Hundred Fifty Five
And Paise fIve
Only )
170347.89
c ) Third Floor
16
17
trap metal for R.C.C. Chajja as per detailed design and
structural steel) etc. complete.
Contractor
136141.50
52245.92
Spec.NumberBd .F
.9 Page Number
303 with
additional wording
mentioned in
Schedule C
--do--
University Engineer
158
2
1
18
b) Second floor
3
--do--
4
18.40
5
One
Cubic
Meter
6
7529.60
c ) Third Floor
--do--
2.75
One
Cubic
Meter
7604.15
--do--
7.00
One
Cubic
Meter
9247.80
b) Second floor
--do--
2.70
One
Cubic
Meter
9340.30
c ) Third Floor
--do--
1.85
One
Cubic
Meter
9432.75
trap metal for R.C.C Fins as per detailed design and
Contractor
7
( Rupees Seven
Thousand Five
HundredTwenty
Nine And Paise
Sixty Only )
( Rupees Seven
Thousand Six
Hundred Four And
Paise Fifteen Only )
8
138544.64
( Rupees Nine
Thousand Two
Hundred Forty
Seven And Paise
Eighty Only )
( Rupees Nine
Thousand Three
Hundred Forty And
PaiseThirty Only )
( Rupees Nine
Thousand Four
Hundred Thirty
Two And Paise
Seventy Five Only)
64734.60
20911.41
Spec.NumberBd .F
.16 Page Number
306 with
additional wording
mentioned in
Schedule C
University Engineer
25218.81
17450.59
159
1
19
20
2
trap metal for R.C.C Canopy as per detailed design and
3
Spec.NumberBd .F
.10 Page Number
304 with
additional wording
mentioned in
Schedule C
4
5
6
7
--do--
1.00
One
Cubic
Meter
7848.95
(a) Providing and placing PVC Cover blocks of
required size at 1.50 meters centre to centre near the
edge of each side and at centre when the width is more
than 75 centimeter to reinforcement to give a clear
cover of 40 millimeter to 65 millimeter from all sides
as per I.S. 456-2000 in R.C.C. Columns etc.complete.
(b) Providing and placing in position PVC Cover
blocks of required size at 90 centimeter centre to centre
to each main bottom bars and to stirrups at sides to give
required clear cover from all sides as per I.S. 456-2000
in R.C.C. Beams etc.complete.
(c) Providing and placing PVC Cover blocks of
required size at the rate of 27 Numbers per 10 square
meter to reinforcement to give clear cover as per I.S.
456-2000 in R.C.C. Slab etc.complete.
Spec.NumberAs
directed by
Engineer in charge
699.00
One
Cubic
Meter of
column
quantity
63.60
( Rupees Seven
Thousand Eight
Hundred Forty
Eight And Paise
Ninety Five Only )
( Rupees Sixty
Three And Paise
Sixty Only )
Spec.NumberAs
directed by
Engineer in charge
831.50
70.70
( Rupees Seventy
And Paise Seventy
Only )
58787.05
Spec.NumberAs
directed by
Engineer in charge
1193.00
One
Cubic
Meter of
beam
quantity
One
Cubic
Meter of
slab
quantity
62.60
( Rupees Sixty Two
And Paise Sixty
Only )
74681.80
Contractor
University Engineer
8
7848.95
44456.40
160
2
Providing and fixing in position Fe 500 T.M.T. steel
bar reinforcement of various diameter for R.C.C. pile
caps, footings, foundations , slabs, beams, columns,
canopies, staircases, newels, chajjas, lintels, pardies,
copings,fins,arches, sills etc and like as per detailed
design , drawing and schedule or as directed including
cutting, bending , hooking the bars , binding with G.I.
wire of approved quality and gauge or tack welding
and supporting as required , steel wire brushing ,etc
complete.
a) Lower Ground , Ground , First , Second and Third
Floor
3
Spec.NumberBd
.F .17 Page
Number 306
4
5
6
7
--do--
382.00
One
Metric
Tonne
64699.80
22
Providing laterite stone masonry in cement mortar 1:6
in foundation and plinth including striking joints on
the unexposed faces and watering complete.
Spec.NumberBd
.H .22 Page
Number 337
617.00
One
Cubic
Meter
4078.75
23
Filling in plinth and floors of buildings , plinth
protection, site development work with approved
excavated material in 15 centimeter to 20 centimeter
layers including conveying the material with all leads
and lift including watering and compaction with earth
compactor in layers 15 centimeter to 20 centimeter ,
all lifts etc complete. as directed by Engineer-InCharge at work
Filling in plinth and floors of buildings , plinth
protection , site development work with contractors
murum in 15 centimeter to 20 centimeter layers
including all leads watering and compaction with earth
compactor in layers 15 centimeter to 20 centimeter
complete.
Spec.NumberBd
.A .10 Page
Number 262 with
additional wording
mentioned in
Schedule C
3906.00
One
Cubic
Meter
133.20
( Rupees Sixty
Four Thousand Six
Hundred Ninety
Nine And Paise
Eighty Only )
( Rupees Four
Thousand Seventy
Eight And Paise
Seventy Five Only)
( Rupees One
Hundred Thirty
Three And Paise
Twenty Only )
Spec.NumberBd
.A .11 Page
Number 263 with
additional wording
mentioned in
Schedule C
200.00
One
Cubic
Meter
494.90
1
21
24
Contractor
University Engineer
( Rupees Four
Hundred Ninety
Four And Paise
Ninety Only )
8
24715323.60
2516588.75
520279.20
98980.00
161
1
25
26
2
Providing laterite stone masonry in cement mortar 1:6
in superstructure including racking out joints where
plastering is to be done watering and scaffolding
complete.
3
Spec.NumberBd
.H .23 Page
Number 337
4
5
6
7
--do--
656.00
One
Cubic
Meter
4481.75
2940028.00
b) Second floor
--do--
227.00
One
Cubic
Meter
4526.55
c ) Third Floor
--do--
6.80
One
Cubic
Meter
4571.35
( Rupees Four
Thousand Four
Hundred Eighty
One And Paise
Seventy Five Only)
( Rupees Four
Thousand Five
Hundred Twenty
Six And Paise Fifty
Five Only )
( Rupees Four
Thousand Five
Hundred Seventy
One And Paise
Thirty Five Only )
--do--
1290.00
1006.20
--do--
352.00
c ) Third Floor
--do--
270.00
One
Square
Meter
1026.30
( Rupees One
Thousand Six And
Paise Twenty Only)
( Rupees One
Thousand Sixteen
And Paise Twenty
Five Only )
( Rupees One
Thousand Twenty
Six And Paise
Thirty Only )
1297998.00
b) Second floor
One
Square
Meter
One
Square
Meter
Providing 150 milimeter wide laterite stone masonry
in cement mortar 1:6 in superstructure including
bailing out water,striking out joints on exposed
faces,scaffolding, and watering complete.
Contractor
8
1027526.85
31085.18
Spec.NumberBd
.H .23 Page
Number 337
University Engineer
1016.25
357720.00
277101.00
162
1
27
28
2
Providing and laying 150 milimeter wide selected
approved red colour electric machine cut exposed
laterite stone for cladding and finished front side by
grinder after laying , dressing remaining sides before
laying , providing headers as per drawing , bringing
laterite stone from Devgad / Vijaydurg Tal-Devgad,
Dist-Sindhudurg mine quarry , fixing laterite stone in
cement mortar 1:6 in superstructure including bailing
out water, Horizontal & Vertical Joint between two
laterite stone is as per drawing , scaffolding, and
watering etc complete as directed by Engineer-InCharge .
Floor
3
Spec.NumberBd
.H .23 Page
Number 337 with
additional wording
mentioned in
Schedule C
4
5
6
7
--do--
1695.00
One
Square
Meter
1474.60
( Rupees One
Thousand Four
Hundred Seventy
Four And Paise
Sixty Only )
2499447.00
trap metal for plain or moulded or chamfered coping ,
Sills , jambs, block in course, cornice or architraves of
required size and shapes including centering,
formwork, compacting, roughening them if special
finish is to be provided and curing etc.complete (
include with projected sill / coping )
Spec.NumberBd
.E .3 & 5 Page
Number 288 &
290 with
additional wording
mentioned in
Schedule C
--do--
31.90
One
Cubic
Meter
5961.80
190181.42
b) Second floor
--do--
5.00
One
Cubic
Meter
6021.40
c ) Third Floor
--do--
1.40
One
Cubic
Meter
6081.00
( Rupees Five
Thousand Nine
Hundred Sixty One
And Paise Eighty
Only )
( Rupees Six
Thousand Twenty
One And Paise
Forty Only )
( Rupees Six
Thousand Eighty
One And Paise Nil
Only )
Contractor
University Engineer
8
30107.00
8513.40
163
1
29
30
2
Providing internal cement plaster 20 millimeter thick
in two coats in cement mortar 1:4 without neeru finish
to concrete, stone surface, in all positions including
racking out joints , scaffolding ,providing groove at
joints of stone masonry and concrete members and
curing complete .
3
Spec.NumberBd
.L .4 Page
Number 368 with
additional wording
mentioned in
Schedule C
--do--
4
5
6
7
8
5754.10
260.00
--do--
1852.70
c ) Third Floor
--do--
429.75
One
Square
Meter
262.00
( Rupees Two
Hundred Sixty And
Paise Nil Only )
( Rupees Two
Hundred Sixty And
Paise Ninety Five
Only )
( Rupees Two
Hundred Sixty Two
And Paise Nil Only
)
1496066.00
b) Second floor
One
Square
Meter
One
Square
Meter
Spec.NumberBd
.L .15 Page
Number 372 with
additional wording
mentioned in
Schedule C
--do--
1324.00
95.25
--do--
321.00
c ) Third Floor
--do--
249.00
( Rupees Ninety
Five And Paise
Twenty Five Only )
( Rupees Ninety
Six And Paise
Twenty Five Only )
( Rupees Ninety
Seven And Paise
Twenty Only )
126111.00
b) Second floor
One
Square
Meter
One
Square
Meter
One
Square
Meter
Providing grooved pointing as per drawing with
cement mortar 1:3 to stone masonry including
scaffolding and curing complete.
a) Ground and First Floor
Contractor
University Engineer
260.95
96.25
97.20
483462.07
112594.50
30896.25
24202.80
164
1
31
32
33
2
Providing chases of size 35 milimeter x 25 milimeter
by mechanical means in 150 milimeter wide grinder
finish laterite cladding as per drawing including
scoffolding , cutting chases by cutter , fine dressing by
chiselling , and curing complete.
Floor
3
Spec.NumberAs
directed by
engineer in charge.
4
5
6
7
--do--
5595.00
One
Running
Meter
54.65
( Rupees Fifty Four
And Paise Sixty
Five Only )
305766.75
Providing internal cement plaster 12 millimeter thick
in single coat in cement mortar 1:3 without neeru
finish to concrete slab ceiling and internal beams ,
soffit of waist slab , stone surface, in all positions
including racking out joints , scaffolding ,curing
complete .
Spec.NumberBd
.L .2 Page
Number 367 with
additional wording
mentioned in
Schedule C
--do--
7467.30
One
Square
Meter
162.30
1211942.79
b) Second floor
--do--
1980.00
One
Square
Meter
162.90
c ) Third Floor
--do--
370.40
One
Square
Meter
163.55
( Rupees One
Hundred Sixty Two
And Paise Thirty
Only )
( Rupees One
Hundred Sixty Two
And Paise Ninety
Only )
( Rupees One
Hundred Sixty
Three And Paise
Fifty Five Only )
6155.00
One
Running
Meter
54.05
( Rupees Fifty Four
And Paise Five
Only )
332677.75
Providing and fixing chicken mesh jali of 24 gauge at
the junction of two different material component at the
time of plastering to prevent cracking in plaster
surface as and where directed at all floor with all leads
and lifts including fixing jali with steel nails etc
complete. ( Width of mesh 150 millimeter )
Contractor
8
322542.00
60578.92
Spec.NumberAs
directed by
engineer in charge.
--do--
University Engineer
165
1
34
b) Second floor
2
3
--do--
4
1531.00
c ) Third Floor
--do--
497.00
Providing sand face plaster externally in two coats
using approved screened and washed sand in all
positions , including providing base coat of 15
millimeter thick in C.M. 1:4 mixing approved water
proofing compound at the rate of 1 kg.per 50 kg of
cement and curing the same for not less than 2 days
and keeping the surface of the base coat rough to
receive the sand faced treatment 8 millimeter thick in
C.M. 1:4 and finishing the surface by taking out grains
and curing for fourteen days including preparing the
surface, watering , and scaffolding etc.complete.
5
One
Running
Meter
One
Running
Meter
6
54.25
54.45
8
83056.75
27061.65
Spec.NumberBd
.L .7 Page
Number 369 with
additional wording
mentioned in
Schedule C
--do--
6693.00
One
Square
Meter
395.70
b) Second floor
--do--
1611.80
One
Square
Meter
399.65
c ) Third Floor
--do--
575.00
One
Square
Meter
403.60
Contractor
7
( Rupees Fifty Four
And Paise Twenty
Five Only )
( Rupees Fifty Four
And Paise Fourty
Five Only )
University Engineer
( Rupees Three
Hundred Ninety
Five And Paise
Seventy Only )
( Rupees Three
Hundred Ninety
Nine And Paise
Sixty Five Only )
( Rupees Four
Hundred Three
And Paise Sixty
Only )
2648420.10
644155.87
232070.00
166
1
35
36
2
Providing groove to required size at specified size ( 25
millimeter x 25 millimeter ) at specified location
including cutting chesses in concrete and plaster ,
finishing chesses with cement mortar and paste, as
directed by engineer in charge at anywhere including
scaffolding , finishing , curing etc complete.
a) Lower Ground , Ground , First and second Floor
3
Spec.NumberAs
directed by
engineer in charge.
4
5
6
7
--do--
1769.80
One
Running
Meter
38.55
( Rupees Thirty
Eight And Paise
Fifty Five Only )
68225.79
Providing and laying waterproof cement concrete
flooring 50 millimeter thick with 1:1.5:3 cement
concrete laid to proper level and slope in alternate
bays including compaction filling joints, marking lines
to give appearance of tiles of 300 x 300 millimeter or
other size laid diagonally / square etc neat finishing
smooth and using waterproofing Liquid @ 0.20 Liter
per 50 kg bag of cement ( with extra cement ) in any
colour with adding pigment for exposed concrete ,
covering 7 years guarantee on stamp papers where
concrete is used for waterproofing as directed and
curing complete.
Spec.NumberBd
.M .6 Page
Number 381 with
additional wording
mentioned in
Schedule C
--do--
1432.65
One
Square
Meter
376.65
539607.62
b) Second floor
--do--
165.30
One
Square
Meter
380.40
c ) Third Floor
--do--
20.50
One
Square
Meter
384.15
( Rupees Three
Hundred Seventy
Six And Paise
Sixty Five Only )
( Rupees Three
Hundred Eighty
And Paise Forty
Only )
( Rupees Three
Hundred Eighty
Four And Paise
Fifteen Only )
Contractor
University Engineer
8
62880.12
7875.08
167
1
37
2
Providing and applying 20 millimeter thick
waterproof cement plaster mixed with water proofing
liquid in cement mortar 1:3 proportion with 20
millimeter thick layer including curing, finishing,
using approved water proofing liquid at rate of 0.20
liter per 50 kg of cement , scaffolding , covering 7
years guarantee on stamp papers,etc complete.
b) Second floor
38
Providing waterproofing in W.C.,bath , toilet, lobby
including brick bat coba in all position consisting of
specilised materials as per IS standard and covering 7
years guarantee on stamp paper including all leads ,
lifts etc complete.
b) Second floor
Contractor
3
Spec.Number As
directed by
engineer in charge.
4
5
6
7
--do--
1057.50
260.00
53.20
( Rupees Two
Hundred Sixty And
Paise Nil Only )
( Rupees Two
Hundred Sixty And
Paise Ninety Five
Only )
274950.00
--do--
One
Square
Meter
One
Square
Meter
( Rupees Three
Thousand One
Hundred Forty Five
And Paise Fifteen
Only )
( Rupees Three
Thousand One
Hundred Fifty Six
And Paise Fifteen
Only )
192168.67
260.95
8
13882.54
Spec.NumberAs
directed by
engineer in charge.
--do--
61.10
One
Cubic
Meter
3145.15
--do--
29.00
One
Cubic
Meter
3156.15
University Engineer
91528.35
168
1
39
40
2
Providing and laying water proofing treatment of 112
millimeter
average thickness Consisting of 12
millimeter thick layer in cement mortar 1:3 with water
proofing compound at the rate of 0.20 liter per bag of
cement as base, constructing and laying brick bat coba
in cement mortar 1:5 with waterproofing liquid at the
rate of 0.20 liter per bag of cement and having average
thickness of 80 millimeter and finishing with 20
millimeter cement plaster layer in cement mortar 1:3
with approved water proofing liquid at the rate of 0.20
liter per cement bag, including all lead, lifts and laid to
proper slope to drain of water entirely including watta
at the junction of parapet and work upto a height of
300 millimeter or as directed and, including finishing
the top layer of water proofing treatment with false
marking of 30 x 30 centimeter or as directed and
covering the whole treatment with seven years
guarantee on requisite stamp paper etc. complete.
3
Spec.NumberAs
directed by
engineer in charge.
4
5
6
7
--do--
63.75
One
Square
Meter
823.95
( Rupees Eight
Hundred Twenty
Three And Paise
Ninety Five Only )
52526.81
Providing and laying Vitrified mat finish tiles of size
590 milimeter to 605 milimeter x 590 milimeter to 605
milimeter of 10 milimeter thickness and confirming to
IS 15622-2006 ( Group Bla ) of approved make ,
shade and pattern , for flooring in required position
laid on a bed of cement mortar 1:4 including joint
filling with white/ gray cement slurry, rubbing,
cleaning, watering, as directed, etc., complete. (NoteWater absorption should not be more than 0.05 % )
590 milimeter to 605 milimeter x 590 milimeter to
605 milimeter
Spec.NumberBd .
M. 12 Page No
385 with
additional wording
mentioned in
Schedule C
2407.70
One
Square
Meter
1058.45
( Rupees One
Thousand Fifty
Eight And Paise
Forty Five Only )
2548430.07
Contractor
--do--
University Engineer
8
169
1
41
b) Second floor
2
3
--do--
4
712.60
5
One
Square
Meter
6
1062.15
c ) Third Floor
--do--
39.00
One
Square
Meter
1066.35
--do--
1570.00
One
Square
Meter
1338.20
--do--
467.60
One
Square
Meter
1342.90
Providing and laying Vitrified Rustic matt stone finish
tiles of size 590 milimeter to 605 milimeter x 590
milimeter to 605 milimeter of 10 milimeter thickness
and confirming to IS 15622-2006 ( Group Bla ) of
approved make , shade and pattern , for flooring in
required position laid on a bed of cement mortar 1:4
including joint filling with white/ gray cement slurry ,
rubbing, cleaning, watering, as directed, etc.,
complete. ( Note - Water absorption should not be
more than 0.05 % )
a ) 590 milimeter to 605 milimeter x 590 milimeter to
605 milimeter
b) Second floor
Contractor
7
( Rupees One
Thousand Sixty
Two And Paise
Fifteen Only )
( Rupees One
Thousand Sixty Six
And Paise Thirty
Five Only )
8
756888.09
( Rupees One
Thousand Three
Hundred Thirty
Eight And Paise
Twenty Only )
( Rupees One
Thousand Three
Hundred Forty
Two And Paise
Ninety Only )
2100974.00
41587.65
Spec.NumberBd .
M. 12 Page No
385 with
additional wording
mentioned in
Schedule C
University Engineer
627940.04
170
1
42
2
Providing and laying Vitrified mat finish tiles of size
milimeter of 10 milimeter thickness and confirming to
IS 15622-2006 ( Group Bla ) of approved make ,
shade and pattern , for dado and skirting in required
position fixed on cement mortar 1:4 plaster including
joint filling with white/ gray cement slurry , rubbing,
cleaning, watering, as directed, etc., complete. ( Note Water absorption should not be more than 0.05 % )
milimeter
3
Spec.NumberBd .
M. 12 Page No
385 with
additional wording
mentioned in
Schedule C
4
5
6
7
--do--
113.25
One
Square
Meter
1212.35
b) Second floor
--do--
36.60
One
Square
Meter
1216.60
c ) Third Floor
--do--
1.80
One
Square
Meter
1221.45
( Rupees One
Thousand Two
Hundred Twelve
And Paise Thirty
Five Only )
( Rupees One
Thousand Two
Hundred Sixteen
And Paise Sixty
Only )
( Rupees One
Thousand Two
Hundred Twenty
One And Paise
Forty Five Only )
Contractor
University Engineer
8
137298.64
44527.56
2198.61
171
1
43
2
Providing and laying Vitrified Rustic matt stone finish
tiles of size 590 milimeter to 605 milimeter x 590
milimeter to 605 milimeter of 10 milimeter thickness
and confirming to IS 15622-2006 ( Group Bla ) of
approved make , shade and pattern , for dado and
skirting in required position laid on a bed of cement
mortar 1:4 including joint filling with white/ gray
cement slurry , rubbing, cleaning, watering, as
directed, etc., complete. ( Note - Water absorption
should not be more than 0.05 % )
a ) 590 milimeter to 605 milimeter x 590 milimeter to
605 milimeter
b) Second floor
44
Providing and laying Antiskid Ceramic tiles of
approved quality of size 300 milimeter x 300
milimeter and 8 milimeter thickness and confirming to
IS 15622-2006 (Group Bla) of approved make , shade
and pattern , for Flooring in required position laid on
a bed of cement mortar 1:4 including joint filling with
white/ gray cement slurry , rubbing, cleaning,
watering, as directed, etc., complete.
b) Second floor
Contractor
3
Spec.NumberBd .
M. 12 Page No
385 with
additional wording
mentioned in
Schedule C
4
5
6
7
8
--do--
83.60
One
Square
Meter
1476.00
123393.60
--do--
26.00
One
Square
Meter
1481.15
( Rupees One
Thousand Four
Hundred Seventy SIx
And Paise Nil Only )
( Rupees One
Thousand Four
Hundred Eighty One
And Paise Fifteen Only
)
--do--
138.65
One
Square
Meter
799.85
110899.20
--do--
68.00
One
Square
Meter
802.65
( Rupees Seven
Hundred Ninety Nine
And Paise Eighty Five
Only )
( Rupees Eight
Hundred Two And
Paise Sixty Five Only )
38509.90
Spec.Number
BDN. M 12
Page No 385 - Nil
with additional
wording
mentioned in
Schedule C
University Engineer
54580.20
172
1
45
2
Providing and laying ceramic tiles of approved quality
and size and pattern for skirting and dado in required
position with ready made adhesive mortar of approved
quality in required position after making the wall
portion in level in plaster of cement mortar 1:4
including joint filling with white / colour cement
slurry, cleaning, curing etc complete.
Spec As directed by Engineer in charge.
Size of tiles 300 millimeter x 600 millimeter
b) Second floor
46
Providing sill and jambs of approved pattern green
marble stone slab 18 millimeter to 20 millimeter thick
of approved quality , vein and colour with machine
polishing on a bed of cement mortar 1:4 including neat
cement float , joint filling with white cement slurry to
match colour of stone marble , inside and out sides
edges of marble rounding as per drawing , polishing
edges , cleaning , watering , as directed etc., complete.
b) Second floor
Contractor
3
Spec.Number
BDM. 13
Page
No. 386
with
additional wording
mentioned
in
Schedule C
4
--do--
394.00
--do--
396.00
5
6
7
8
One
Square
Meter
One
Square
Meter
819.50
( Rupees Eight
Hundred Ninteen And
Paise Fifty Only )
( Rupees Eight
Hundred Twenty Two
And Paise Thirty Five
Only )
322883.00
( Rupees One
Thousand Eight
Hundred Twenty Three
And Paise Thirty Five
Only )
( Rupees One
Thousand Eight
Hundred Forty One
And Paise Sixty Only )
924438.45
822.35
325650.60
Spec.Number
BDM.31
Page
Number 392 with
additional wording
mentioned
in
Schedule C
--do--
507.00
One
Square
Meter
1823.35
--do--
158.75
One
Square
Meter
1841.60
University Engineer
292354.00
173
1
2
c ) Third Floor
47
48
Providing and fixing granite stone slab of best quality to
flooring of telephone black jet / Cat bary brown / RBI Red of
approved colour and feature 18 millimeter to 20 millimeter
thick in required position with ready made adhesive mortar
of approved quality including joint filling with coloured
cement slurry cleaning , moulding , curing etc., complete.
3
--do--
4
81.00
5
One
Square
Meter
6
1859.80
--do--
111.50
One
Square
Meter
3273.95
b) Second floor
--do--
23.00
One
Square
Meter
3306.65
c ) Third Floor
--do--
11.50
One
Square
Meter
3339.40
284.50
One
Square
Meter
3390.85
Contractor
8
150643.80
Spec.Number
As directed by
engineer in charge.
Providing and fixing machine cut machine polished 18
millimeter to 20 millimeter thick approved colour granite
stone slab for tread and risers of steps and staircases of
approved colour and shade with full rounding edges and
three grooved line for the tread on bed of 1:4 cement mortar
including making holes for railing and finishing hole after
railing fixing , filling joints with neat cement slurry , curing ,
polishing and cleaning etc complete.
7
( Rupees One
Thousand Eight
Hundred Fifty Nine
And Paise Eighty
Only )
( Rupees Three
Thousand Two
Hundred Seventy
Three And Paise
Ninety Five Only )
( Rupees Three
Thousand Three
Hundred Six And
Paise Sixty Five
Only )
( Rupees Three
Thousand Three
Hundred Thirty
Nine And Paise
Forty Only )
365045.43
( Rupees Three
Thousand Three
Hundred Ninety
And Paise Eighty
Five Only )
964696.83
76052.95
38403.10
Spec.Number
BDM.31
Page
Number - Nil
--do--
University Engineer
174
1
49
50
b) Second floor
2
3
--do--
4
72.00
5
One
Square
Meter
6
3424.75
c ) Third Floor
--do--
28.80
One
Square
Meter
3458.70
3.60
One
Square
Meter
14.40
One
Square
Meter
Providing and fixing powder coated aluminum fully
glazed doors including door frame with powder
coating , 5 millimeter thick. Sheet glass, floor spring at
bottom, powder coated slide rule , necessary fixtures
and fastenings, E.P.D.M. gasket as per IS standard and
detailed drawing etc complete .
a) Lower Ground , Ground Floor
Spec.NumberAs
directed by
engineer in charge.
Providing and fixing collapsible steel gate in two
leaves with channel pickets, pivoted flat bars,
including top and bottom guide rollers, stoppers,
handles, all fittings and accessories, locking
arrangement and applying one coat of red lead primer
and two coat of synthetic enamel paint etc. complete.
a) Lower Ground , Ground Floor
Spec.NumberAs
directed by
engineer in charge.
Contractor
--do--
--do--
University Engineer
7
( Rupees Three
Thousand Four
Hundred Twenty
Four And Paise
Seventy Five Only
)
( Rupees Three
Thousand Four
Hundred Fifty
Eight And Paise
Seventy Only )
8
246582.00
3280.45
( Rupees Three
Thousand Two
Hundred Eighty
And Paise Forty
Five Only )
11809.62
2984.55
( Rupees Two
Thousand Nine
Hundred Eighty
Four And Paise
Fifty Five Only )
42977.52
99610.56
175
1
51
2
Providing and fixing Tata kinfast hot deep cold rolled steel
hallow pressed door frame made out from 16 gauge sheet
with hot deep galvanized coating as per drawing and design
of following size including fixing frame in masonry by hold
fast, filling hollow section by M 20 grade concrete, stainless
steel hinges with machine screw, fixing inside steel flat 25
millimeter x 3 millimeter at hinges position with welding ,
CO2 welding , steel flat at bottom , grinding after welding ,
spray painting with one coat of red primer and two coats of
approved make synthetic enamel paint etc complete.
i. ) Size of frame member 270 millimeter x 80
millimeter
Floor
ii ) Size of frame member 190 millimeter x 80
millimeter
Floor
52
Providing and fixing M 25 grade Tufframe make ready
made concrete frame with chamfer design as per
drawings confirming to I.S.6524 - 1983 having 6
milimeter dia.bars 3 nos.and stirrup @ 250 milimeter
c/c and fixing in wall with 6 nos.of hold fast of 12
milimeter dia.bars 500 milimeter long including
polymer box for fixing hinges , painting with one coat
of primer and two coats of wood finish synthetic
enamel paint etc complete.
Floor
Contractor
3
Spec.NumberAs
directed by
engineer in charge.
4
5
6
7
8
--do--
272.10
One
Running
Meter
1350.65
( Rupees One
Thousand Three
Hundred Fifty
And Paise Sixty
Five Only)
367511.87
--do--
168.80
One
Running
Meter
1143.80
( Rupees One
Thousand One
Hundred Forty
Three And Paise
Eighty Only )
193073.44
213.95
One
Running
Meter
435.25
( Rupees Four
Hundred Thirty
Five And Paise
Twenty Five Only )
93121.74
Spec.NumberAs
directed by
engineer in charge.
--do--
University Engineer
176
1
53
2
Providing and fabricating Tubular and Square pipe
hallow steel work for parapet , library window grill
and staircase railing as per detailed design and
drawings or as directed including cutting , fabricating ,
hoisting , erecting , fixing in position , making welded
connection , grinding after welding and cleaning with
rust gone primer and spray painting with one coat of
anti corrosive primer and two coat of synthetic enamel
paint etc complete.
a) Lower Ground , Ground , First , Second and Third Floor
54
Providing and fixing in position approved coloured powder
coated aluminum section sliding window ( I. S. code 1868 /
1982 ) of three track with bottom track section 92 x 31.75 x
1.30 millimeter the weight 1.07 kilogram / meter top and
side track section 92 x 31.75 x 1.30 millimeter at weight
0.933 kilogram / meter . The shutter should be bearing
bottom 40 x 18 x 1.25 millimeter at weight 0.417 kilogram /
meter interlocking sections 40 x 18 x 1.25 millimeter at
weight 0.469 kilogram / meter and handle section 52 x 18
x1.13 millimeter at weight 0.488 kilogram / meter and top
section 40 x 18 x 1.25 millimeter at weight 0.417 kilogram /
meter as per detailed drawing and as directed by engineer in
charge with all necessary aluminum sections , fixtures and
fastenings such as heavy duty imported roller bearing ,
E.P.D.M.gasket , self locking catch fitted in vertical section
of shutter including 5 millimeter thick plain glass with all
required screw and nuts etc. complete .
Contractor
3
Spec.NumberAs
directed by
engineer in charge.
4
5
6
7
8
--do--
6.55
One
Metric
Tonne
89815.70
( Rupees Eighty
Nine Thousand
Eight Hundred
Fifteen And Paise
Seventy Only )
588292.84
533.05
One
Square
Meter
2919.90
( Rupees Two
Thousand Nine
Hundred Ninenteen
And Paise Ninety
Only)
1556452.70
Spec.Number
BD.T .98 D Page
Number nil with
additional wording
mentioned in
Schedule C
--do--
University Engineer
177
1
55
2
b) Second floor
3
--do--
4
168.50
5
One
Square
Meter
6
2930.10
c ) Third Floor
--do--
48.60
One
Square
Meter
2941.80
--do--
66.60
One
Square
Meter
2683.55
--do--
21.60
One
Square
Meter
2692.55
Providing and fixing in position approved coloured
powder coated aluminum section sliding window ( I.
S. code 1868 / 1982 ) of two track with bottom track
section 61.85 x 31.75 x 1.20 millimeter the weight
0.695 kilogram / meter top and side track section
61.85 x 31.75 x 1.00 millimeter at weight 0.417
kilogram / meter . The shutter should be bearing
bottom 40 x 18 x 1.25 millimeter at weight 0.417
kilogram / meter . interlocking sections 40 x 18 x 1.10
millimeter at weight 0.469 kilogram / meter and
handle section 52 x 18 x1.13 millimeter at weight
0.488 kilogram / meter . and top section 40 x 18 x 1.25
millimeter at weight 0.417 kilogram / meter . as per
detailed drawing and as directed by engineer in charge
with all necessary aluminum sections , fixtures and
fastenings such as heavy duty imported roller bearing ,
E.P.D.M.gasket and self locking catch fitted in vertical
section of shutter including 5 millimeter thick plain
glass with all required screw and nuts etc. complete .
b) Second floor
Contractor
7
( Rupees Two
Thousand Nine
Hundred Thirty And
Paise Ten Only )
( Rupees Two
Thousand Nine
Hundred forty One
And Paise Eighty
Only )
8
493721.85
142971.48
Spec.Number
BD.T .98 C Page
Number nil with
additional wording
mentioned in
Schedule C
University Engineer
( Rupees Two
Thousand Six
Hundred Eighty
Three And Paise Fifty
Five Only )
( Rupees Two
Thousand Six
Hundred Ninety Two
And Paise Fifty Five
Only )
178724.43
58159.08
178
1
2
c ) Third Floor
56
Providing and fixing in position aluminum louvered
window / ventilators of various sizes with powder
coating as per detailed drawing and design and
specifications including aluminum frame 80 x 38
milimeter box type 5 milimeter thick sheet glass
louvered clips / rubber plain P.V.C.gasket of approved
quality etc complete as directed by Engineer in charge
b) Second floor
57
Providing and fixing spray synthetic enamel painted
mild steel grill work for windows, ventilators etc. 15
kilogram / square meter as per drawing including
fixtures , necessary welding , matching coloured
painted screw , spray painting with one coat of anti
corrosive primer and two coats of synthetic enamel
paint etc complete.
b) Second floor
Contractor
3
--do--
4
28.80
5
One
Square
Meter
6
2703.70
--do--
10.45
One
Square
Meter
2377.50
--do--
9.70
One
Square
Meter
2385.85
--do--
537.30
One
Square
Meter
1124.60
--do--
199.80
One
Square
Meter
1128.55
7
( Rupees Two
Thousand Seven
Hundred Three And
Paise Seventy Only )
8
77866.56
Spec.NumberAs
directed by
engineer in charge.
( Rupees Two
Thousand Three
Hundred Seventy
Seven And Paise
Fifty Only )
( Rupees Two
Thousand Three
Hundred Eighty Five
And Paise Eighty
Five Only )
24844.88
( Rupees One
Thousand One
Hundred Twenty
Four And Paise Sixty
Only )
( Rupees One
Thousand One
Hundred Twenty
Eight And Paise Fifty
Five Only )
604247.58
23142.75
Spec.Number
BD.U .1 Page
Number 537 with
additional wording
mentioned in
Schedule C
University Engineer
225484.29
179
1
2
c ) Third Floor
58
59
60
3
--do--
Add for extra weight or deduct for less weight per
square meter over Item Number 57 for fabricating ,
cutting , welding , fixing in position etc. mild steel for
grill works of window and ventilator , spray painting
with one coat of anti corrosive primer and two coats
of synthetic enamel paint etc complete.
Floor
Providing and fixing crimped wire Galvanized weld
mesh of size 20 millimeter x 20 millimeter x 10 gauge
to angle frame with intermediate tee sections for
windows as per drawing including all fixtures and
fastening , necessary welding , aluminum screw ,
mesh fixing by flat 20 x 3 millimeter to angle and
spray painting with one coat of anti corrosive primer
and two coats of synthetic enamel paint etc complete.
Spec.NumberBD.U
.1 Page Number
537 with additional
wording mentioned
in Schedule C
Providing & fixing 25 millimeter thick Ghana teak
wood shutter frame with 8 millimeter thick both side
plywood shutter with both side 1 millimeter thick
laminate fixing in single or double leaf for door as per
detailed drawing and design with or without glazing
shown on the drawing or as directed all necessary beads
,moulding , teak wood lipping , Wrough iron hold fast ,
Heavy duty brass fixtures and fastenings , brass screw ,
finishing beading with oil paint , nails , fevicol as
directed by Engineer-In-Charges etc completed.
Floor
Spec.NumberAs
directed by
engineer in charge.
Contractor
4
77.40
5
One
Square
Meter
6
1133.05
One
Kilogram
60.15
( Rupees Sixty And
Paise Fifteen Only )
247216.50
110.00
One
Square
Meter
639.30
( Rupees Six
Hundred Thirty
Nine And Paise
Thirty Only )
70323.00
150.80
One
Square
Meter
6187.00
(Rupees Six
Thousand One
Hundred Eighty
Seven And Paise Nil
Only)
932999.60
4110.00
7
( Rupees One
Thousand One
Hundred Thirty
Three And Paise
Five Only )
8
87698.07
Spec.NumberAs
directed by
engineer in charge.
--do--
--do--
University Engineer
180
1
61
62
2
Providing and fixing 30 millimeter thick waterproof
flush shutter in single leaf of exterior grade as per
detailed drawings or as approved 1 millimeter thick
laminate on both faces with or without glazing , all
necessary beads , moulding and lipping , stainless
steel fixtures and fastenings and finishing the wood
work with one coat of primer and two coats of
synthetic enamel paint etc complete.
Floor
Providing & fixing 24 gauge plain aluminum sheet
on the face of door shutter including cutting to
required size and fixing by screw including making
good the damaged if any to door shutter and frame etc
complete as directed by or as per detailed drawing.
b) Second floor
63
Providing & fixing 25 millimeter to 30 millimeter
thick both side polished vertical partition of polished
black kaddappa stone of approved shape , quality for
platform including anchoring in wall , cutting holes
for piping , fixing in cement mortar 1:3 , curing and
cleaning etc complete.
b) Second floor
Contractor
3
Spec.Number
BD.T .34 Page
Number 499 with
additional wording
mentioned in
Schedule C
4
5
6
7
--do--
174.10
One
Square
Meter
3542.60
( Rupees Three
Thousand Five
Hundred Forty Two
And Paise Sixty
Only )
616766.66
--do--
8.10
650.40
3.60
( Rupees Six
Hundred Fifty And
Paise Forty Only )
( Rupees Six
Hundred Fifty Two
And Paise Seventy
Only )
5268.24
--do--
One
Square
Meter
One
Square
Meter
( Rupees Seven
Hundred Ninety
Eight And Paise
Forty Five Only )
( Rupees Eight
Hundred Six And
Paise Forty Five
Only )
36409.32
8
Spec.NumberAs
directed by
engineer in charge.
652.70
2349.72
Spec.Number
BD.M .35 Page
Number 393
--do--
45.60
One
Square
Meter
798.45
--do--
26.00
One
Square
Meter
806.45
University Engineer
20967.70
181
1
64
2
Providing and fixing 40 millimeter thick One side
polished horizontal black kaddappa stone for topping of
approved shape for platform including anchoring in wall ,
cutting holes for piping and sink , counter basin , fixing
in cement mortar 1:3 , making good damaged portion ,
curing and cleaning etc complete.
b) Second floor
65
Providing and fixing in position 18 millimeter to 20
millimeter thick black jet polished granite stone slab for
platform topping including fixing in cement mortar 1:4 ,
cutting holes for piping and basin , full rounding edges ,
fixing in arelite, curing etc complete.
b) Second floor
66
Providing and fixing in position partition of polished
granite stone slab and side patti of required thickness
including making groove in wall / concrete surface ,
filling joints with slurry , rounding full edges , making
good damaged portion, polishing edges , curing ,
Contractor
3
Spec.NumberAs
directed by
engineer in charge.
4
5
6
7
--do--
89.50
854.00
48.70
( Rupees Eight
Hundred Fifty Four
( Rupees Eight
Hundred Sixty Two
And Paise Fifty Five
Only )
76433.00
--do--
One
Square
Meter
One
Square
Meter
( Rupees Three
Thousand Two
Hundred Seventy
Three And Paise
Ninety Five Only )
( Rupees Three
Thousand Three
Hundred Six And
Paise Sixty Five
Only )
293018.53
( Rupees Three
Thousand Two
Hundred Seventy
Two And Paise
Seventy Five Only )
56945.85
862.55
8
42006.19
Spec.NumberAs
directed by
engineer in charge.
--do--
89.50
One
Square
Meter
3273.95
--do--
56.50
One
Square
Meter
3306.65
17.40
One
Square
Meter
3272.75
186825.73
Spec.NumberAs
directed by
engineer in charge.
--do--
University Engineer
182
2
3
--do--
Providing & fixing in position partition of both side
polished granite stone of required thickness including
making groove in wall / concrete surface , filling
joints with slurry , curing , polishing , rounding full
edges , cleaning etc complete.
Spec.Number
As directed by
engineer in charge.
1
b) Second floor
67
b) Second floor
68
Providing wall care putty finished of approved make
to plastered surfaces (wall and ceiling) including
scaffolding etc complete.
Floor
69
Providing and applying Washable Oil bound
distemper of approved colour, shade and quality to
plastered surface, in two coats including scaffolding ,
base priming coat, preparing the surfaces
etc.complete. As directed by Engineer-In-Charge.
Floor
Contractor
4
9.20
5
One
Square
Meter
6
3305.50
7
( Rupees Three
Thousand Three
Hundred Five And
Paise Fifty Only )
8
30410.60
--do--
6.50
One
Square
Meter
2903.30
18871.45
--do--
8.00
One
Square
Meter
2932.35
( Rupees Two
Thousand Nine
Hundred Three And
Paise Thirty Only )
( Rupees Two
Thousand Nine
Hundred Thirty Two
And Paise Thirty
Five Only )
Spec.Number
BD.L. 23 Page
Number nil with
additional wording
mentioned in
Schedule C
--do--
17855.15
One
Square
Meter
81.10
( Rupees Eighty
One And Paise Ten
Only )
1448052.67
Spec.NumberBD.P
.5 Page Number
413 with
additional wording
mentioned in
Schedule C
--do--
17855.15
One
Square
Meter
56.75
( Rupees Fifty Six
And Paise Seventy
Five Only )
1013279.76
University Engineer
23458.80
183
1
70
71
2
Providing and applying weather proof exterior 100 %
acrylic polymer based emulsion paint of approved
colour and shade to the plastered surface in two coats
including scaffolding , preparing the surface to
receive paint and aplying putty etc complete
(including primer coat) Apex Ultima from Asian
paints or Excel from Nerolac Paints) Warrentee of five
years shall be obtained from manufactureres)
Floor
Providing and fixing of colour coated Zincalume ®
AZ150 (Min 150 gms/ sq.mt. total on each sides)
profiled sheets for roofing. The feed material is
manufactured out of TCT), metallic hot dip coated
with Aluminium-Zinc alloy (55%Hi-strength steel
with min. 550 MPa yield strength,nominal
0.45milimeter Base Metal Thickness (BMT) (0.5
milimeter aluminiumilimeter 43.4% zinc 1.6% silicon)
with COLORBOND (R) steel quality super durable
polyster paint coat (with inorganic pigment). The paint
shall have a total coating thickness of noiminal 35 um,
comprising of nominal 25 um exterior coat on top
surface and nominal 10 um reverse coat on back
surface. Profile sheet shall have nom. 950 -1050
milimeter effective cover width and nominal 25-30
milimeter deep ribs with subtle square fluting in the
five pan at nominal 180-250 milimeter centre-tocentre. The end rib shall be designed for anti-capillary
groove & return leg. The feed material should have
coil manufacturer's product details marked at regular
interval. Including fasteners with min. fastened with
min. 25 um Zinc-Tin alloy coated, Hex head, selfdrilling screw etc. complete. (Weight of profile 4.52
Kg/ m2) - ( Tata blue scope - Trimdeck / Durashine )
Floor
Contractor
3
Spec.NumberAs
directed by
engineer in charge.
4
5
6
7
--do--
9888.60
One
Square
Meter
102.00
( Rupees One
Hundred Two And
Paise Nil Only)
1008637.20
5330.00
One
Square
Meter
790.80
( Rupees Seven
Hundred Ninety
And Paise Eighty
Only)
4214964.00
8
Spec.NumberAs
directed by
engineer in charge.
--do--
University Engineer
184
1
72
2
Providing and fixing of colour coated Zincalume (R) AZ150
(Min 150 gms/ sq.mt. total on each sides) profiled sheets for
roofing. The feed material is manufactured out of nominal
0.45milimeter Base Metal Thickness (BMT) (0.5 milimeter
TCT), Hi-strength steel with min. 550 MPa yield
strength,metallic hot dip coated with Aluminium-Zinc alloy
(55% aluminiumilimeter 43.4% zinc 1.6% silicon) with
COLORBOND (R) steel quality super durable polyster paint
coat (with inorganic pigment). The paint shall have a total
coating thickness of noiminal 35 um, comprising of nominal
25 um exterior coat on top surface and nominal 10 um
reverse coat on back surface. Profile sheet shall have nom.
950 - 1050 milimeter effective cover width and nominal 2530 milimeter deep ribs with subtle square fluting in the five
pan at nominal 180-250 milimeter centre-to-centre. The end
rib shall be designed for anti-capillary groove & return leg.
The feed material should have coil manufacturer's product
details marked at regular interval. Including fasteners with
min. fastened with min. 25 um Zinc-Tin alloy coated, Hex
head, self-drilling screw etc. complete. (Weight of profile
4.52 Kg/ Sqm )
a) 301 milimeter to 600 milimeter girth (Surface Width)
i) Lower Ground , Ground , First , Second and Third
Floor
73
Providing structural steel work in Mild steel tubular
hallow rectangular / square sections , gusset plates , insert
plates , fastening bolts , flats of approved make as per
detailed design and drawing or as directed , including
cutting , fabricating, hoisting, erecting, fixing in position,
making riveted / bolted / welded connection and cleaning
with rust gone primer and spray painting with one coat
of anti corrosive primer and two coat of synthetic enamel
paint etc complete. including all lifts & leads . ( Nuts and
bolts shall be paid in this item on actual weight basis )
a ) Lower Ground , Ground , First , Second and Third
Floor
Contractor
3
Spec.NumberAs
directed by
engineer in charge.
4
5
6
7
--do--
174.30
One
Square
Meter
850.40
( Rupees Eight
Hundred Fifty And
Paise Forty Only)
148224.72
56.50
One
Metric
Tonne
89815.70
( Rupees Eighty
Nine Thousand
Eight Hundred
Fifteen And Paise
Seventy Only)
5074587.05
8
Spec.NumberAs
directed by
engineer in charge.
--do--
University Engineer
185
1
74
75
2
Providing Hot deep Galvanized coating 66 microns
before synthetic enamel painting to Tubular and
hallow steel work in trusses , other similar trussed
purlins and members with all bracing , gusset plates ,
inserts plates in slab , chajja , columns , fastening bolts
, and chanels , angles , window and ventilator grill ,
railings etc. as per detailed design and drawings or as
directed
including cutting , pipe ends closed ,
fabricating , to and fro transpotation to fabrication
yard to factory where coating is to be done and
factory to site , hoisting , erecting , fixing in position ,
making bolted / welded connection and touch up
galvanized coating on site etc complete including all
lifts & leads.
( Nuts and bolts weight shall be paid
at actual )
a) Ground , First , Second and Third Floor
Providing and fixing decorative ready made bison
board 16 millimeter thick eaves board as per design 20
centimeter wide including, scaffolding, fixing eaves
board with nuts and bolts to flats and enamel paint
etc., complete, including all lifts and leads.
a) Ground , First , Second and Third Floor
Contractor
3
Spec.NumberAs
directed by
engineer in charge.
4
5
6
7
--do--
78.10
One
Metric
Tonne
18513.00
( Rupees Eighteen
Thousand Five
Hundred Thirteen
And Paise Nil Only
)
1445865.30
1121.00
One
Running
Meter
413.35
( Rupees Four
Hundred Thirteen
And Paise Thirty
Five Only )
463365.35
8
Spec.NumberAs
directed by
engineer in charge.
--do--
University Engineer
186
1
76
2
Providing expansion joints in R.C.C.framed structure (
exterior column ) with plain permoulded filler 25 milimeter
thick and 3 milimeter thick aluminum plate , hold fast ,
fixing T.W.battens on internal face , finishing etc complete
as directed.
b) Second floor
77
Providing expansion joints in R.C.C.framed structure (
interior column ) with plain permoulded filler 25 milimeter
thick , including fixing T.W.battens both faces and complete
as directed .
b) Second floor
78
Providing expansion joints in R.C.C.framed structure ( at
floor level ) with plain permoulded filler 25 milimeter thick
and 3 milimeter thick aluminum plate as required bitumen
poured filler and fixing T.W.battens on internal face ,
finishing etc complete as directed.
b) Second floor
Contractor
3
Spec.NumberBD.K
.1 B Page
Number 359
4
5
6
7
--do--
26.45
One
Square
Meter
2272.50
60107.63
--do--
6.80
One
Square
Meter
2280.45
( Rupees Two
Thousand Two
Hundred Seventy
Two And Paise Fifty
Only )
( Rupees Two
Thousand Two
Hundred Eighty And
Paise Forty Five
Only )
--do--
11.00
One
Square
Meter
1672.55
18398.05
--do--
3.00
One
Square
Meter
1678.40
( Rupees One
Thousand Six
Hundred Seventy
Two And Paise Fifty
Five Only )
( Rupees One
Thousand Six
Hundred Seventy
Eight And Paise
Forty Only )
--do--
9.15
One
Square
Meter
2587.60
23676.54
--do--
3.05
One
Square
Meter
2596.65
( Rupees Two
Thousand Five
Hundred Eighty
Seven And Paise
Sixty Only )
( Rupees Two
Thousand Five
Hundred Ninety six
And Paise Sixty Five
Only )
8
15507.06
Spec.Number
BD.K .1 A Page
Number 359
5035.20
Spec.Number
BD.K .1 A Page
Number 359
University Engineer
7919.78
187
1
79
2
Providing , supplying and fixing in position powder
coated aluminum partitions , partly glazed and partly
laminated having frame made out of extruded tubular
section of size 40 x 60 millimeter with 12 millimeter
thick three layered flat pressed teak wood particle board
bonded with BWP type ' exterior grade phenol
formaldehyde synthetic resin confirming to I.S.12823 1990 , laminated on both sides Nova teak or equivalent
and 5 millimeter thick selected quality float glass panels
fixed with aluminum glass clips 12 x 12 millimeter and
rubber cushioning beading to glass partition as per
approved drawing etc complete.
b) Second floor
80
81
3
Spec.NumberAs
directed by
engineer in charge.
4
5
6
7
--do--
235.00
One
Square
Metre
2045.25
480633.75
--do--
46.20
One
Square
Meter
2052.40
( Rupees Two
Thousand Forty Five
And paise Twenty
five Only )
( Rupees Two
Thousand Fifty Two
And Paise Forty Only
)
89.30
One
Square
Meter
911.55
( Rupees Nine
Hundred Elevan And
Paise Fifty Five Only
)
81401.42
608.00
One
Square
Meter
475.25
( Rupees Four
Hundred Seventy
Five And Paise
Twenty Five Only )
288952.00
Providing and laying in position polished Kotah Stone
flooring of size 55 centimeter x 55 centimeter approved
quality 25 millimeter to 30 millimeter thick in plain /
diamond pattern on a bed of cement mortar 1:6 including
cement float , filling joints with neat cement slurry ,
curing , polished and cleaning etc. complete.
Spec.Number
BD.M .3 Page
Number 380
Providing and laying precast Lacquer Coated checkered
cement tiles of 30 centimeter x 30 centimeter size for
flooring in required position on a bed of 1:4 cement
mortar including neat cement float , filling joints with
neat cement slurry , curing , etc. complete.
Spec.NumberAs
directed by
engineer in charge.
Contractor
--do--
--do--
University Engineer
8
94820.88
188
1
82
83
2
Providing and fixing 60 millimeter thick factory made
Hydraulically pressed Mechanically vibrated and
compacted precast inter locking cement concrete
Lacquer coated paving blocks in M-40 grade of
approved size and shape as specified 50 millimeter in
gray cement and top surface 10 millimeter in white
cement with coloured pigment including cost of all
materials , manufacturing , curing , transportation of
blocks to work site including loading , unloading and
stacking as directed , laying paving blocks in position
over prepared bed of sand of 50 millimeter thickness
including necessary excavation in all stratas , spreading
blindge of fine sand over the prepared bed , compacting
blocks by plate vibrator etc. complete.
3
Spec.NumberAs
directed by
engineer in charge.
4
5
6
7
--do--
194.00
One
Square
Meter
864.30
( Rupees Eight
Hundred Sixty Four
And Paise Thirty
Only )
167674.20
Dismantling carefully the laterite stone masonry in
cement mortar including sorting out serviceable
materials and stacking the dismantled material within 50
meter lead with all lifts as directed
Spec.NumberAs
directed by
engineer in charge.
--do--
29.70
One
Cubic
Meter
125.20
3718.44
--do--
9.70
One
Cubic
Meter
126.45
( Rupees One
Hundred Twenty
Five And Paise
Twenty Only )
( Rupees One
Hundred Twenty Six
And Paise Forty Five
Only )
Spec.NumberAs
directed by
engineer in charge.
--do--
54.00
One
Number
390.75
( Rupees Three
Hundred Ninety And
Paise Seventy Five
Only )
21100.50
b) Second floor
84
Providing and fixing Godrej make 6 lever Navtal Pad
Lock with two numbers of keys as directed by EngineerIn-Charges
Floor
Contractor
University Engineer
8
1226.57
189
1
85
86
87
2
Providing and fixing Granite tablet of required size
and description in engraving as directed by Engineer In - Charge as per detailed drawing including
moulding granite with border patti , fixing granite in
C.M.1:2 , laterite masonry with plaster , curing etc
complete.
3
Spec.NumberAs
directed by
engineer in charge.
4
5
6
7
--do--
3.00
One
Square
Meter
8858.25
( Rupees Eight
Thousand Eight
Hundred Fifty Eight
And Paise Twenty
Five Only )
26574.75
112.50
One
Running
Meter
148.45
( Rupees One
Hundred Forty Eight
And Paise Forty Five
Only )
16700.63
4.00
One
Number
5278.00
( Rupees Five
Thousand Two
Hundred seventy
Eight And Paise Nil
Only )
21112.00
Providing and fixing weep holes of P.V.C.pipe 110
millimeter diameter Including fixing , drilling holes ,
finishing with cement mortar 1:3 , scaffolding , curing
etc complete.
a) Lower Ground Floor
Spec.NumberAs
directed by
engineer in charge.
Providing and constructing brick masonry inspection
chamber 90 x 45 centimeter and 45 centimeter to 90
centimeter in depth including 1:4:8 cement concrete
foundation , 1:2:4 cement concrete channel , brick
masonry , plastering from inside and outside as
required in cement mortar 1:3 and airtight R.C.C.lid
with frame fixed in cement concrete 1:2:4 , curing ,
testing etc complete.
a) Lower Ground and Ground Floor
Spec.Number
BD.V.43 Page
Number 574
Contractor
--do--
--do--
University Engineer
8
190
1
88
89
2
Providing and applying water proof polymer coating
for R.C.C.work below ground in three coats to avoid
water penetration , ultra voilet effects of sun rays ,
fungus development and to protect the reinforcement
from corrosion in atmospheric effects . Cleaning the
surface of concrete by brushing with solvent and
applying chemical coating with primer and after 24
hours interval applying 2 nd , and 3 rd coat of
approved shade , colour avoid smoking while painting
including necessary scaffolding etc complete.
a) Footing and Column up to ground
Providing and fixing 6 millimeter thick multywall
clear UV insulated polly corbonate sheet of approved
make and fixing of sheet by using extruted aluminum
section 48 millimeter wide 0.50 kilogram /meter for
bottom section and 0.33 kilogram /meter of top section
with rubber gasket at top and bottom for both sheet
and screwing with E.P.D.M.screw and washer and
filling silicon for every joint of aluminum section and
polycarbonate sheet with all necessary level and lift as
directed by engineer in charge etc complete.
a) Third Floor
Contractor
3
Spec.NumberAs
directed by
engineer in charge.
4
5
6
7
--do--
3550.00
One
Square
Meter
328.25
( Rupees Three
Hundred Twenty
Eight And Paise
Twenty Five Only )
1165287.50
57.00
One
Square
Meter
2518.50
( Rupees Two
Thousand Five
Hundred Eighteen
And Paise Fifty Only
)
143554.50
8
Spec.NumberAs
directed by
engineer in charge.
--do--
University Engineer
191
1
90
91
92
2
Providing and applying coating of Super seal M 104 in
two coats used for porus masonry water repellant used
for exposed laterite cladding prepared from silicon
resin and polysiloxanes mixed with water including
praparing this mixtures inproportion in 1: 7 ratio by
using portable water, applying first coat by spray
machine, applying second coat within 20 to 30
minutes by spray machine , filled up voids with
Superfil CP 706 before applying first coat, curing the
same after 72 hours, scaffolding, safeguard
surrounding surface by paper, as directed by engineer
in charge etc complete.
a) Ground , First , second and third Floor
3
Spec.NumberAs
directed by
engineer in charge.
4
5
6
7
--do--
1667.00
One
Square
Meter
251.05
( Rupees Two
Hundred Fifty One
And Paise Five Only
)
418500.35
40.00
One
Running
Meter
1682.90
( Rupees One
Thousand Six
Hundred Eighty Two
And Paise Ninety
Only )
67316.00
100.00
One
Running
Meter
736.50
( Rupees Seven
Hundred Thirty Six
And Paise Fifty
Only)
73650.00
Providing and laying cement concrete pipe of IS 4581988 class in proper line level and slope including
providing fixing collars in cement mortar 1:2 etc.
complete .
600 milimeter diameter - NP2 class
Spec. Number
-CD -7,
Page Number 162
Providing and laying concrete pipes of I.S.NP.2 class
of required diameter in proper line , level and slope
including , necessary collars , testing , excavation ,
laying , fixing with collars in cement mortar 1:1 and
refilling the trench etc. complete.
300 milimeter diameter
Spec. Number
-BD-V-41,
Page Number 573
Contractor
--do--
--do--
University Engineer
8
192
1
93
94
2
Providing and fixing precast M-20 R.C.C. Slab over the
gutter as per detailed drawing including Steel
Reinforcement, conveyance, fixing in proper position in
CM 1:3 and curing, finishing etc. complete.
3
Spec.NumberAs
directed by
engineer in
charge.
--do--
Providing and fixing heavy duty Hydraulic Door Closer
to single or double leaf door shutter including fixing
door closer in line and level, required nut and bolts and
screw, as directed by Engineer-In-Charges etc.
complete.
a) Ground , First , second and third Floor
Spec.NumberAs
directed by
engineer in
charge.
--do--
4
5
6
7
56.00
One
Cubic
Meter
8844.80
( Rupees Eight
Thousand Eight
Hundred Forty Four
And Paise Eighty
Only )
495308.80
12.00
One
Number
1311.30
( Rupees One
Thousand Three
Hundred Eleven
And Paise Thirty
Only )
15735.60
8
Total Rs
118076775.00
SAY Rs. 118076775.00
Contractor
University Engineer
193
Dr. Balasaheb Sawant Kokan Krishi Vidyapeeth at Dapoli. Tal. Dapoli, Dist. Ratnagiri.
PART- [ B ] SCHEDULE - "B" SANITARY, PLUMBING AND DRAINAGE WORK
ITEM
NUMBERS
1
a
2
Under Ground Water Supply
Providing and fixing in position Finolex ASTM White UPVC
Ultra Voilet stabilised UPVC plumbing pipes of specified
outer diameter of required standard thickness confirming to
ASTM D1785, including necessary fittings confirming to
ASTM D 2467, such as U.P.V.C.bends,Tees, Reducers,
clamps, plugs, etc. necessary excavation trench,
refilling,necessary drilling holes in walls/slab and
makingetcthe good the surface complete.(Test the pipe fixes
For 10.00 Kg/Sq.cm.pressure, no leakage found for at least 1
Hr.)
25milimeter Diameter
b
1
Contractor
ESTIMATED
QUANTITY
MAY BE
MORE OR
LESS
UNIT
RATE IN
FIGURE
RATE IN
WORD
AMOUNT
3
4
5
6
7
--do--
144.00
Runing
meter
226.20
--do--
125.00
Runing
meter
290.85
( Rupees Two
Hunded
Twenty Six
and Paise
Twenty Only)
( Rupees Two
Hunded
Ninety and
Paise Eighty
Five Only )
SPECIFICATION
PAGE NUMBER
AND ITEM
NUMBER
Spec.As directed
by Engineer-InCharge.
University Engineer
32572.80
36356.25
194
1
c
2
--do--
3
750.00
4
Runing
meter
5
342.35
d
--do--
10.00
Runing
meter
454.50
e
--do--
750.00
Runing
meter
666.60
--do--
30
Runing
meter
209.05
a
Open Terrace Loop
Providing and fixing in position Finolex ASTM White Ultra
Voilet stabilised UPVC plumbing pipes of specified outer
diameter of required standard thickness confirming to ASTM
D-1785, including necessary fittings confirming to ASTM D
2467, such as P.V.C.bends,vees, Reducers, Anchor Faster,
Full Thread Tie Rod ,with necessary excavation in walls
,concrete , refilling,necessary drilling holes in walls/slab and
making it good the surface complete.(Test For 10.00
Kg/Sq.cm.pressure for atleast 1 Hour. with no leakage
found.)
b
--do--
24
Runing
meter
284.80
c
--do--
6
Runing
meter
343.40
2
Contractor
6
( Rupees Three
Hunded Forty Two
and Paise Thirty
Five Only )
( Rupees Four
Hunded Fifty Four
and Paise Fifty
Only )
( Rupees Six
Hunded Sixty Six
and Paise Sixty
Only)
7
256762.50
( Rupees Two
Hunded Nine and
Paise Five Only )
( Rupees Two
Hunded Eighty
Four and Paise
Eighty Only )
( Rupees Three
Hunded Forty Three
and Paise Forty
Only )
6271.50
4545.00
499950.00
Spec.As
directed by
Engineer-InCharge.
University Engineer
6835.20
2060.40
195
1
d
2
3
132
4
Runing
meter
5
473.65
6
( Rupees Four
Hunded
Seventy
Three and
Paise Sixty
Five Only )
7
62521.80
--do--
281.40
Runing
meter
119.15
( Rupees One
Hunded
Nineteen and
Paise Fifteen
Only )
( Rupees One
Hunded
Seventy Four
and Paise
Seventy
Only)
( Rupees Two
Hunded Fifty
Nine and
Paise Fifty
Five Only )
33528.81
--do--
a
Internal Water Supply
Providing and fixing in position AJAY make Ultra Voilet
stabilised CPVC plumbing CTS pipes in SDR 11 as per IS
15778 in of specified outer diameter of required standard
thickness confirming to I.S 15778, including necessary
fittings confirming to ASTM D 2846, such as CPVC
bends,Tees, Reducers, clamps, plugs, etc.Consealed in wall
with necessary excavation in wall, concrete, making good
with cement morter or concrete, as specified by Site Incharge
,necessary drilling holes in walls/slab and making the surface
good etc complete.(Testing the pipeline For 10.00
Kg/Sq.cm.pressure & no leakage found for atleast 1 hr.)
b
--do--
174.60
Runing
meter
174.70
c
--do--
128.70
Runing
meter
259.55
3
Contractor
Spec.As
directed by
Engineer-InCharge
University Engineer
30502.62
33404.09
196
1
d
--do--
3
38.80
4
Runing
meter
5
379.75
e
--do--
12.80
Runing
meter
520.15
f
--do--
137.00
Runing
meter
875.65
4
Providing and fixing approved and tested Water meter
bearing I.S.I. mark with non return valve including strainer,
sockets,uinon nut and construction 40 milimeter of required
and adequate size with M.S. fabricated frame and mild steel
hinged cover with locking arrangment and lock etc. complete.
VALVES
Providing and fixing AJAY makeCPVC Ball Valve of
approved quality and make mark with ASTM D-2846 ,
Including sockets, Union nut complete.
Spec. Number
Bd.V. 7 Page
Number 554
(Pune DSR
2012-13)
1
Number
5090.40
6
Number
292.90
( Rupees Two
Hundred Ninety
Two and Paise
Ninety Only )
1757.40
( Rupees Three
Hundred Fifty
Seven and Paise
Fifty Only )
( Rupees Four
Hundred Fifty
Three and Paise
Forty Five Only)
4290.00
5
2
a
Spec.As
directed by
Engineer-InCharge.
--do--
b
20milimeter. Diameter
--do--
12
Number
357.50
c
--do--
12
Number
453.45
Contractor
University Engineer
6
( Rupees Three
Hunded Seventy
Nine and Paise
Seventy Five
Only )
( Rupees Five
Hunded Twenty
and Paise Fifteen
Only )
( Rupees Eight
Hunded Seventy
Five and Paise
Sixty Five Only )
( Rupees Five
Thousand Ninety
and Paise Forty
Only )
7
14734.30
6657.92
119964.05
5090.40
5441.40
197
1
d
--do--
3
9
4
Number
5
861.50
e
--do--
7
Number
1232.20
f
--do--
6
Number
1771.50
6
a
Providing and fixing screw down----dia wheeled stop tap of
steel or chromium plating of approved quality and make
bearing I.S.I mark, Including sockets, Union nut complete.
Spec.Number:
BDV.-9 Page
Number555
--do--
6
Number
184.80
b
--do--
4
Number
247.45
c
--do--
4
Number
328.25
d
--do--
4
Number
363.60
e
--do--
4
Number
472.65
Contractor
2
University Engineer
6
( Rupees Eight
Hundred Sixty
One and Paise
Fifty Only )
( Rupees One
Thousand Two
Hundred Thirty
Two and Paise
Twenty Only )
( Rupees One
Thousand Seven
Hundred
Seventy One
and Paise Fifty
Only )
( Rupees One
Hundred Eighty
Four and Paise
Eighty Only )
( Rupees Two
Hundred Forty
Seven and Paise
Forty Five
Only)
( Rupees Three
Hundred
Twenty Eight
and Paise
Twenty Five
Only )
( Rupees Three
Hundred Sixty
Three and Paise
Sixty Only )
( Rupees Four
Hundred
Seventy Two
and Paise Sixty
Five Only )
7
7753.50
8625.40
10629.00
1108.80
989.80
1313.00
1454.40
1890.60
198
1
f
7
8
a
Contractor
2
--do--
3
2
4
Number
5
524.15
25 milimeter nominal bore
Item Number
:16-6-19 / 16-620 / 16-6-21 (
Electrical DSR
2012-2013)
--do--
4
Number
491.85
--do--
8
Number
806.95
--do--
4
Number
1113.00
10
Number
938.25
Supplying & erecting non-return valve in position made of
gun metal. As director by Engineer-In-Charges etc.
completed.
Providing and fixing brass stop tap of approved quality and
make with clutch/wheel including sockets/union nut and brick
masonry chamber with cast iron-frame and mild steel hinged
cover with locking arrangment and lock etc.Complete.
6
( Rupees Five
Hundred Twenty
Four and Paise
Fifteen Only )
7
1048.30
( Rupees Four
Hundred Ninety
One and Paise
Eighty Five
Only)
( Rupees Eight
Hundred Six and
Paise Ninety Five
Only )
( Rupees One
Thousand One
Hundred Thirteen
and Paise Nil
Only )
1967.40
( Rupees Nine
Hundred Thirty
Eight and Paise
Twenty Five
Only )
9382.50
6455.60
4452.00
Spec.Number:
BDV.-11 Page
Number 555
--do--
University Engineer
199
1
b
--do--
3
6
4
Number
5
974.65
c
--do--
25
Number
1028.15
9
Providing and fixing 15milimeter diameter "Jaquar"
make Item Number PRS 077 ,Pressmatic Valve with
chromium plating self closing tap of approved make and
quality including necessary wall flange socket, testing
etc. complete.
Providing and fixing 45cm wide steel ladder of 40 x 6
milimeter mild steel flat sringers and steps of 18
milimeter dia mild steel bar including fixing it in M-15
cement concrete block 60 X 30 x 30cm and painting the
ladder with antirust primer and 2 coats of oil paint.
Providing and fixing Orissa type White (of IS std.)
earthenware 625 x 450 milimeter water closet pan
including "P" trap, white earthenware foot rests, cast Iron
soil and vent pipes upto the outside face of the wall
including 100 milimeter dia cast iron plug bend, cement
concrete bedding , 10 litres capacity UPVC/fiber flushing
cistern of approved quality and make with fittings, inlet
pipe with stop tap, brackets for fixing the cistern,
32milimeter dia UPVC flush pipe with fittings and
clamps, 20 milimeter dia galvanised iron overflow pipe
with mosquito proof coupling , galvanised iron chain and
pully, painting to the cistern and exposed pipes and
cutting and making good the walls floors etc.complete.
(Excluding waterproof brick bat coba)
Spec.As directed by
Engineer-In-Charge.
36
Number
2640.10
Spec.Number:BDV.19 Page Number559
8
Runing
Meter
678.70
Spec.As directed by
Engineer-In-Charge
4
Number
4268.25
10
11
Contractor
2
University Engineer
6
( Rupees Nine
Hundred Seventy
Four and Paise
Sixty Five Only )
( Rupees One
Thousand Twenty
Eight and Paise
Fifteen Only )
( Rupees Two
Thousand Six
Hundred Forty
and Paise Ten
Only )
( Rupees Six
Hundred Seventy
Eight and Paise
Seventy Only )
( Rupees Four
Thousand Two
Hundred Sixty
Eight and Paise
Twenty Five Only
)
7
5847.90
25703.75
95043.60
5429.60
17073.00
200
1
12
13
14
15
Contractor
2
Providing and fixing European type coloured glazed (as
per IS std.) earthenware W.C.Pan with Bekelite seat and
lid with chromium plated brass hinges and rubber buffers
including UPVC, soil/vent pipe upto the outside face of
wall,10 litre UPVC low level TANK flushing cistern,
32milimeter dia.UPVC flush pipe with fittings and
clamps, 20 milimeter dia. UPVC overflow pipe ,mosquito
proof coupling , painting to exposed pipe and cutting and
making good the wall and floor testing etc.complete.
(Prior approval of sample and by University Enigneer is
necessary before use.)
Providing and fixing European type white glazed (as per
IS std.) earthenwarecoupled closet with syphonic trap
with syphonic low level 10 litre White glazed cistern with
black bekelite seat and lid with chromium plated brass
hinges including UPVC soil and white glazed vent pipe
upto the outside face of the wall including 100 milimeter
dia. UPVC plug bend, inlet pipe ,stop tap etc. all
fittings,cutting and making good the walls floors, testing
etc.complete. (Prior approval of sample and by University
Enigneer is necessary before use.)
Providing and fixing White glazed earthenware full stall
type Urinal
Without flushing cistern with inlet
pipes,UPVC flush pipe,stop tap 32milimeter dia. with
fittings ,UPVC soil pipe, UPVC trap and soil pipe
connection up to the outside face of wall, making good
to damaged surface, testing etc.complete. (Prior approval
of sample and by University Enigneer is necessary before
use.) (One full stall urinal)
Providing and fixing PARRY WARE White Glazed Oval
Shaped earthenware wash hand basin of 500 x 400 size
including cold water piller taps, brackets, rubber plugs
and brass chain, stop tap, chromium plate bottle trap and
necessary pipe connections including UPVC waste pipe
and trap upto the outside face of the wall, making good
the damaged surface, testing etc. complete.
3
19
4
Number
5
3928.90
Spec.As directed by
Engineer-In-Charge
1
Number
8686.00
( Rupees
Eight
Thousand
Six
Hundred
Eighty
Six and
Paise Nil
Only )
8686.00
Spec.Number;
BDV-23 Page
Number 562
36
Number
4097.57
147512.52
29
Number
3314.80
( Rupees
Four
Thousand
Ninety
Seven
and Paise
Fifty
Seven
Only )
( Rupees
Three
Thousand
Three
Hundred
Forteen
and Paise
Eighty
Only )
Spec.As directed by
Engineer-In-Charge
Spec.Number;
BDV-30 Page Number
565
University Engineer
6
( Rupees
Three
Thousand
Nine
Hundred
Twenty
Eight and
Paise
Ninety
Only)
7
74649.10
96129.20
201
1
16
2
Providing and fixing Parry Ware earthenware White wash
hand basin of 550 X 400 size including cold water piller taps,
brackets, rubber plugs and brass chain, stop tap, chromium
plate bottle trap and necessary pipe connections including
UPVC waste pipe and trap upto the outside face of the wall,
making good the damaged surface, testing etc. complete.
17
Providing and fixing White Glazed Pedstal for W.H.B of
approved size and quality testing etc.complete. (Prior
approval of sample and by University Enigneer is necessary
before use.)
18
Providing and fixing of approved quality and make white
glazed earthenware sink 600 x 450 x 200 milimeter including
all connections of G.I.supply and UPVC waste pipe and trap
upto the outside face of the wall, cold water cgromium plated
screw down bib tap rolled steel or C.I. brackets, rubber plug
with chain and stop tap, making good the damaged surface,
chromium plated bottle trap testing etc. complete.
Providing and fixing Steel sink of size 60 x 45 x 25 including
all connections of G.I. supply and UPVC waste pipe and trap
upto outside face of wall, cold water chromium plated screw
down bib tap, rolled steel or C.I.brackets, rubber plug with
brass chain and stop tap, making good the damaged surface,
chromium plated bottle trap testing etc.complete.(Prior
approval of sample and brand by University Engineer is
necessary before use.) (Brand :- Anjali and Nirali)
RAIN WATER & DRAINAGE PIPES
Providing and fixing 10 cm dia. P.V.C.Nahani trap fixed
with P.V.C.grating, P.V.C. plug bend and piece of P.V.C.
pipe upto plug bend, Scaffolding etc.complete.
19
20
Contractor
3
13
4
Number
5
2413.90
Spec.As directed by
Engineer-In-Charge
1
Number
817.05
Spec.Number;
BDV-31 Page
Number 566
66
Number
2045.25
Spec.Number;
BDV-31 Page
Number 566
5
Number
7979.00
( Rupees
Seven
Thousand
Nine
Hundred
Seventy Nine
and Paise Nil
Only )
39895.00
Spec.Number;
BDV-32 Page
Number 567
235
Number
430.25
( Rupees
Four
Hundred
Thirty and
Paise Twenty
Five Only )
101108.75
Spec.Number;BDV30 Page Number
565
University Engineer
6
( Rupees
Two
Thousand
Four
Hundred
Thirteen and
Paise Ninety
Only )
( Rupees
Eight
Hundred
Seventeen
and Paise
Five Only)
( Rupees
Two
Thousand
Forty Five
and Paise
Twenty Five
Only )
7
31380.70
817.05
134986.50
202
1
21
3
4
5
6
7
--do--
125
Runing
meter
202.00
( Rupees Two
Hundred Two
and Paise Nil
Only )
( Rupees Three
Hundred Thirty
and Paise Thirty
Only )
( Rupees Nine
Hundred Thirty
Seven and Paise
Twenty Five
Only )
25250.00
a)
2
Providing and fixing in position unplasticized poly venyl
chloride (UPVC) ultra voilet rays stabilized-------outer dia.
rain water SWR pipe conforming to I.S. 4985 and I.S. 13592,
including necessary fittings, such as PVC grating, bends, with
door, PVC clamps, horse shoes at bottom, rubber ring and
making connections water tight with solvent, cement
including making holes in masonary concrete redoing the
same in cement mortar 1:3, curing, testing complete.
75 milimeter. dia.
b)
110 milimeter. Dia
--do--
280
Runing
meter
330.30
c)
160 milimeter. Dia
--do--
280
Runing
meter
937.25
22
a)
Providing and fixing -------- UPVC/SOIL/VENT/WASTE
SWR pipe of required diameter conforming to I.S. 13592 and
I.S. 4985 to withstand continous internal hydraulic pressure
of 4 kg/cm2 including necessary fixtures and fittings, such as
bends,tees, single junction, double junction and jointing with
rubber rings and lubricants on wall by means of clips or in
ground including necessary excavation, laying, refilling,
trench testing etc.complete.
75 milimeter. dia.
--do--
180
Runing
meter
252.50
b)
110 milimeter. Dia
--do--
150
Runing
meter
393.90
Contractor
Spec.As
directed by
Engineer-InCharge
92484.00
262430.00
Spec.As directed
by Engineer-InCharge
University Engineer
( Rupees Two
Hundred Fifty
Two and Paise
Fifty Only )
( Rupees Three
Hundred Ninety
Three and Paise
Ninety Only)
45450.00
59085.00
203
1
c)
23
3
163
4
Runing
meter
5
1008.95
6
( Rupees One
Thousand
Eight and
Paise Ninety
Five Only )
7
164458.85
--do--
22
Number
44.40
976.80
--do--
24
Number
64.60
( Rupees
Forty Four
and Paise
Forty Only )
( Rupees
Sixty Four
and Paise
Sixty Only )
--do--
75.00
Runing
meter
457.50
2
160 milimeter. Dia
a)
Providing and fixing in position UPVC, ultra Voilet stabilised
-------outer diameter cowl dome confirming I.S.4985
including making joints with solvent /cement etc.complete.
75 milimeter.dia
c)
110 milimeter dia
--do--
Spec.As directed
a)
UNDER GROUND DRAINGE
Laying concrete pipes of I.S.Np.2 class of required diameter
in proper line, level and slope including necessary collars,
testing, excavation, laying, fixing, with collars in cement
mortar 1:1and refilling the trench etc.complete.
150 milimeter.dia
b)
225 milimeter dia
--do--
73.50
Runing
meter
508.00
c)
300 milimeter dia
--do--
37.50
Runing
meter
736.25
24
Contractor
1550.40
Spec.Number:BDV.- 41 Page
Number 573
University Engineer
( Rupees
Four
Hundred
Fifty Seven
and Paise
Fifty Only )
( Rupees
Five Hundred
Eight and
Paise Nil
Only )
( Rupees
Seven
Hundred
Thirty Six
and Paise
Twenty Five
Only )
34312.50
37338.00
27609.38
204
1
25
3
4
5
6
7
--do--
11.00
Number
5207.55
( Rupees Five
Thousand Two
Hundred Seven
and Paise Fifty
Five Only )
57283.05
( Rupees
Eleven
Thousand Nine
Hundred Sixty
Two and Paise
Forty Only )
( Rupees
Twenty Seven
Thousand
Seven Hundred
Six and Paise
Thirty Only )
83736.80
a)
2
Providing and installtion of PVC Inspection chamber
Supreme Make of verios diameters, with multi outlets
including 1:2:4 cement concrete foundation, 1:2:4 cement
concrete 100 milimeter thick all around the chamber and
airtight PVC lid with vertical riser,with fixing 1.25 m. dia. &
10 cm. tk RCC cover , curing , testing etc. complete.
315 milimeter.dia
b)
450 milimeter dia
--do--
7.00
Number
11962.40
c)
600 milimeter dia
--do--
16.00
Number
27706.30
26
Providing and installtion of PVC Gully Bottle type Trap
Supreme Make of 150 milimeter diameters, with 75 milimeter
out let, including 1:3:6 cement concrete foundation, 1:3:6
cement concrete 100 milimeter thick all around the chamber
and airtight PVC lid with vertical riser , curing , testing etc.
complete.
150 milimeter.dia
16.00
Number
1084.70
a)
Contractor
Spec.As
directed by
Engineer-InCharge
443300.80
Spec.As
directed by
Engineer-InCharge
--do--
University Engineer
( Rupees One
Thousand
Eighty Four
and Paise
Seventy Only )
17355.20
205
1
27
a)
2
Providing and Constructing Brick Masonry Inspection
chamber-----and 45 to 90 cm in depth including 1:4:8 cement
concrete foundation, 1:2:4 cement concrete channels, brick
masonry, plastering from inside and outside as required in
cement mortar 1:3 and airtight RCC lid with frame fixed in
cement concrete 1:2:4, curing , testing etc. complete.
60 x 45 cm.
b)
90 x 45 cm.
28
a)
Providing and fixing Supreme Eco Drain UPVC / SOIL /
WASTE SWR pipe of required diameter conforming to SN-8
class to withstand continous internal hydraulic pressure of 4
kg/cm2 including necessary fixtures and fittings, such as
bends,tees, single junction, double junction and jointing with
rubber rings and lubricants on wall by means of clips or in
ground including necessary excavation, laying over PCC
1:2:4 ,covering pipe with PCC 100 milimeter thick all over
,curing ,refilling, trench testing etc.complete.
110 milimeter.diameter waste water pipe
b)
160 milimeter.diameter waste water pipe
Contractor
3
4
5
6
7
--do--
8
Number
4150.80
33206.40
--do--
6
Number
5278.00
( Rupees
Four
Thousand
One Hundred
Fifty and
Paise Eighty
Only )
( Rupees Five
Thousand
Two Hundred
Seventy Eight
and Paise Nil
Only )
--do--
50
Runing
meter
978.65
--do--
350
Runing
meter
1440.25
Number574
31668.00
Spec.As directed
University Engineer
( Rupees Nine
Hundred
Seventy Eight
and Paise
Sixty Five
Only )
( Rupees One
Thousand
Four Hundred
Forty and
Paise Twenty
Five Only )
48932.50
504087.50
206
1
c)
2
200 milimeter diameter waste water and soil pipe
--do--
3
125
4
Runing
meter
5
2191.70
d)
250 milimeter diameter waste water and soil pipe
--do--
100
Runing
meter
3039.05
29
Providing and Constructing Brick Masonry Interspecting
chamber 90 x 45 cm and 90 cm to 150 cm in depth including
1:4:8 cement concrete foundation, M-15 cement concrete
channels/salt glazed stoneware inspecting trap with rodding
pipe set in 1:4:8 cement concrete block, brick masonry,
plastering inside and outside,airtight C.I. lid with frame fixed
in cement concrete,curing , testing etc. complete.
CROMIUM PLATED
Providing and fixing 15 milimeter CP Bib cock with wall
flange Jauquar Make Continental (Cat. NumberCon.-047) or
equivelent including necessary extension pipe and sockets etc
complete.
Number 575
6
Number
5757.00
Spec.Number:As
directed by
Engineer-inCharge
23.00
Number
783.75
30
31
Providing and fixing chromium plated aluminium towel rails
20 dia. and 75 cms long of required lengh and approved
quality fixed on teak wood plate 3" x 3/8" including
providing teak wood block in the brick work etc.as directed.
Spec.as directed
by Engineer-InCharge
8
Number
125.20
32
Providing Mirror of size 450 X 600 milimeter & of approved
Indian quality, copper plated with 100 milimeter tk.plywood
backing & fixing in masonry etc.complete as directed.
Spec.as directed
12.00
Number
881.70
Contractor
University Engineer
6
( Rupees Two
Thousand One
Hundred
Ninety One
and Paise
Seventy Only)
( Rupees
Three
Thousand
Thirty Nine
and Paise Five
Only )
( Rupees Five
Thousand
Seven
Hundred Fifty
Seven and
Paise Nil
Only)
7
273962.50
( Rupees
Seven
Hundred
Eighty Three
and Paise
Seventy Five
Only )
( Rupees One
Hundred
Twenty Five
and Paise
Twenty Only )
18026.25
303905.00
34542.00
1001.60
207
1
33
2
Providing and fixing Glass shelf 125 milimeter wide and 60
cm long with necessary chromium plated brackets, providing
teak wood gutties etc.complete.
3
8.00
4
Number
5
232.30
34
Providing and fixing C.P Angular Stop Cock with wall fiange
Jaquar or equivalent Make continental (CAT.NumberCON059) or equivalent including necessary sockets/union nut
etc.complete. With Prior Approval of University Engineer.
Spec.as directed
173
Number
770.60
35
Providing and fixing C.P Two way BIB Cock Jaquar or
equivalent make continental (CAT.NumberCON-041) or
equivalent
including
necessary
sockets/union
nut
etc.complete. With Prior Approval of University Engineer.
Spec.as directed
28.00
Number
1007.95
36
Providing and fixing C.P Tee with Two Number,Angle Stop
Cock Jaquar Florantine (CAT.NumberFLR-5053 N) or
equivalent including necessary sockets/union ,brass garden
Hose, nut etc.complete. With Prior Approval of University
Engineer.
Spec.as directed
6.00
Number
4170.25
37
Providing and fixing C.P sink Cock with raised J shaped
swinging casted spout Jaquar or equivalent make continental
(CAT.NumberCON-359) or equivalent including necessary
sockets/union nut etc.complete. With Prior Approval of
University Engineer.
Pumps
Supplying and erecting Submersible pumpset suitable for
erection on openwell of required HP with 415 V 50 cycles
A.C. supply,. pump having delivery head from 36 to 18m and
discharge from 400 to 1000 ltrs per minute(Max. efficiency at
29m head & 680 ltr discharge) & delivery pipe of necessary
diameter erected with necessary H. type clamp as per
specification Number WP-OSP
Spec. As
directed by
Engineer in
charges
66.00
Number
1345.30
Item
Number12-4-4
(Electrical DSR
2012-2013)
4
Number
29930.00
38
Contractor
Spec.as directed
University Engineer
6
( Rupees Two
Hundred Thirty
Two and Paise
Thirty Only )
( Rupees Seven
Hundred
Seventy and
Paise Sixty
Only)
( Rupees One
Thousand Seven
and Paise
Ninety Five
Only )
( Rupees Four
Thousand One
Hundred
Seventy and
Paise Twenty
Five Only )
( Rupees One
Thousand Three
Hundred Forty
Five and Paise
Thirty Only )
( Rupees
Twenty Nine
Thousand Nine
Hundred Thirty
and Paise Nil
Only )
7
1858.40
133313.80
28222.60
25021.50
88789.80
119720.00
208
1
39
40
41
42
a)
Contractor
2
Supplying & Erecting automatic control panel for 1 to 6 H.P.
openwell Submersible Pump Set consiting of DOL starter,
S.P.P. dry run protection , ameter, Volt Meter, Phase
Indicating Lamp etc complete.
OVER HEAD TANKS
Providing hoisting and fixing in position high density
polyethylene UV stabilized multi layered ,seamless
moulded,leak proof ,with separate well packed triple layer lid
,conforming to I.S.12701, water storage tank with necessary
CPVC outlet, drain, over flow, heavy duty Brass Ball valve
,connections,
testing
,with
10
year
gurentee
etc.complete.(Prior approval of sample by University
Engineer is necessary before use.)
(Contractor must produce delivery chalan,Test Certificate by
Manufacturing Company, Gurentee of Ten Years on Rs. 100
Stamp paper)
Providing and fixing stainless steel 40milimeter dia.
1.50milimeter thick SS 304 grade Grab Rail U shaped
including fixing in concrete by fastening bolt, filling joint by
silicon sealant in between tile and Grab Rail, cutting tiles as
shape of pipe, including welding, grinding finishing, buffing
to stainless steel pipe and curing etc. completed. As directed
by Engineer-In-Charges.
Providing and fixing Valves of diameter 15/20/25/32/40/50
millimeter diameter UPVC ASTM pipes as per manufactures,
specifications of Schedule-40 including all fitting such as
elbows, tees, bends, reducers, union etc. ( Ivory colour for
cold water) etc. complete.
15 Millimeter diameter
3
4
4
Number
5
8870.00
6
( Rupees Eight
Thousand Eight
Hundred
Seventy and
Paise Nil Only)
7
35480.00
Spec.as directed
30000
Litre
7.05
( Rupees Seven
and Paise Five
Only )
211500.00
Spec.as directed
2
Number
4563.15
( Rupees Four
Thousand Five
Hundred Sixty
Three and Paise
Fifteen Only )
9126.30
6
Number
340.60
( Rupees Three
Hundred Forty
and Paise Sixty
Only )
2043.60
Item
Number12-5-17
( Electrical DSR
2012-2013)
Spec.as directed
--do--
University Engineer
209
1
b)
2
--do--
3
6
4
Number
5
415.55
c)
--do--
6
Number
701.20
d)
--do--
6
Number
1195.95
e)
--do--
6
Number
1575.45
f)
--do--
6
Number
2408.10
6
( Rupees Four
Hundred
Fifteen and
Paise Fifty
Five Only )
( Rupees Seven
Hundred One
and Paise
Twenty Only
)
( Rupees One
Thousand One
Hundred
Ninety Five
and Paise
Ninety Five
Only)
( Rupees One
Thousand Five
Hundred
Seventy Five
and Paise Forty
Five Only)
( Rupees Two
Thousand Four
Hundred Eight
and Paise Ten
Only)
Total Rs.
7
2493.30
4207.20
7175.70
9452.70
14448.60
5270144.73
SAY Rs. 5270145.00
Contractor
University Engineer
210
PART- [ C ] SCHEDULE - "B" FIRE FIGHTING WORK
ITEM
NUMBERS
BRIEF DESCRIPTION OF ITEMS
SPECIFICATION
PAGE NUMBER
AND ITEM
NUMBER
1
2
3
1
2
3
4
Main Fire Pumps (Single Stage Centrifugal)
(MFP/SSC)
Supplying and installing, testing, perfect aligning and
proper leveling and commissioning of fire service main
pump, of 2400 LPM (Litres/min).at 76 m head
centrifugal type single stage pump of 75 HP , (55kW)
Suction/Delivery size of,100/ 80 milimeter as per
specification Number FF- MFP/SSC
Jockey Pumps (Cenrifugal) (MFP/JP)
Suppyling and installing, testing, commissioning of
Jockey Pump of 240 LPM at 56 m head, 3ph. 440 A.C.
15 HP, (11kW) Suction/Delivery size of 50 /32
milimeter as per specification Number FF- MFP/JP
Booster Pump (MFP/BP)
Supplying and installing, testing, commissioning of
Booster Pump of 450 LPM at 35 m head single stage
(mono block) 3ph. 440 A.C. 7.5 HP Suction/Delivery
size of 50 /32 milimeter as per specification Number
FF- MFP/BP
Pipes (PP)
Supplying and installing G.I. pipe above ground of 'c'
class ERW of size 20 milimeter dia with necessary
fittings as per specification Number FF/PP
Contractor
ESTIMATED
QUANTITY
MAY BE
MORE OR
LESS
4
UNIT
RATE IN
FIGURE
RATE IN WORD
AMOUNT
5
6
7
8
271938.00
( Rupees Two Lakh
Seventy One
Thousand Nine
Hundred Thirty
Eight And Paise Nil
Only )
271938.00
38991.00
( Rupees Thirty
Eight Thousand
Nine Hundred
Ninety One And
Paise Nil Only )
38991.00
13.1.3
Page Number 135
1
Each
13.4.1
Page Number 136
1
Each
13.5.1
Page Number 136
13.6.1
Page
Number 136
1
Each
23208.00
450
Meter
153.00
University Engineer
( Rupees Twenty
Three Thousand Two
Hundred EightAnd
Paise Nil Only )
( Rupees One
Hundred Fifty Three
23208.00
68850.00
211
1
5
6
7
8
9
10
2
Supplying and installing G.I. pipe above ground of 'c' class
ERW of size 25 milimeter dia with necessary fittings as
per specification Number FF/PP
ERW of size 75/80 milimeter dia with necessary fittings as
3
13.6.2
Page Number
136
13.6.3
Page Number
136
13.6.4
Page Number
136
13.6.5
Page Number
136
13.6.6
Page Number
136
13.7 Valves (VL)
Foot Valve (FV)
Suppyling and installing, cast iron foot valve of size 150
milimeter dia, with strainer for negative suction as per
specification Number FF- VL/FV
13.7.3
Page Number
137
4
5
6
1050
Meter
198.00
700
Meter
348.00
25
Meter
565.00
125
Meter
797.00
550
Meter
1163.00
2
Each
13466.00
Sluice Valve
Supplying and installing, cast iron double flange sluice
valve of size75/80 milimeter dia, as per specification
Number FF- VL/SV
13.7.9
Page Number
137
1
Each
4191.00
12
valve of size 100 milimeter dia, as per specification
Number FF- VL/SV
13.7.10
Page Number
137
1
Each
5508.00
13
Number FF- VL/SV
13.7.11
Page Number
137
1
Each
8136.00
11
Contractor
University Engineer
7
( Rupees One Hundred
Ninety Eight And Paise
Nil Only )
( Rupees Three
Hundred Forty Eight
( Rupees Five Hundred
Sixty Five And Paise
Nil Only )
( Rupees Seven
Hundred Ninety Seven
( Rupees One
Thousand One
Hundred Sixty Three
( Rupees Thirteen
Thousand Four
Hundred Sixty Six And
Paise Nil Only )
( Rupees Four
Thousand One
Hundred Ninety One
( Rupees Five
Thousand Five
Hundred Eight And
Paise Nil Only )
( Rupees Eight
Thousand One
Hundred Thirty Six
8
207900.00
243600.00
14125.00
99625.00
639650.00
26932.00
4191.00
5508.00
8136.00
212
1
13
14
15
16
17
18
19
Contractor
2
Number FF- VL/SV
3
13.7.11
Page Number
137
4
1
5
Each
6
8136.00
7
( Rupees Eight
Thousand One
Hundred Thirty Six
8
8136.00
Butterfly Valve (BFV)
Supplying and installing, cast iron double flange butterfly
valve of size75/80 milimeter dia, as per specification
Number FF- VL/BFV
13.7.13
Page Number
137
2
Each
1898.00
3796.00
Supplying and installing, cast iron double flange butterfly
Number FF- VL/BFV
13.7.15
Page Number
137
2
Each
3653.00
( Rupees One
Thousand Eight
Hundred Ninety Eight
( Rupees Three
Thousand Six Hundred
Fifty Three And Paise
Nil Only )
13.7.19
Page Number
138
2
Each
8717.00
( Rupees Eight
Thousand Seven
Hundred Seventeen
17434.00
13.7.24
Page Number
138
6
Each
22812.00
( Rupees Twenty Two
Thousand Eight
Hundred Twelve And
Paise Nil Only)
136872.00
13.8.2
Page Number
138
6
Each
5900.00
( Rupees Five
Thousand Nine
Hundred And Paise Nil
Only )
35400.00
13.8.5
Page Number
139
6
Each
2873.00
( Rupees Two
Thousand Eight
Hundred Seventy Three
17238.00
Non Return Valves (NRV)
Supplying and installing double flange NRV of size 150
milimeter dia, as per specification Number FF- VL/NRV
Gate /heel Valves (GV)
Supplying and installing gun metal double outlet hydrant
valve fitted with necessary accessories complete as per
specification Number FF- VL/HV
Hose Reel with Drum (HR)
Supplying and installing wall mounting swinging Hose
reel drum Fitted with 19 milimeter dia 22.5 m long high
pressure polypropylene (Polyhose) pipe fitted with
necessary accessories complete as per specification
Number FF- FFA/HRD
Hose Pipes
Supplying fire fighting C.P. (controlled percolation)
Hose pipe,63 milimeter dia 15 m length fitted with
necessary accessories complete as per specification
Number FF- FFA/CPH
University Engineer
7306.00
213
1
20
21
22
23
24
25
26
Contractor
2
Nozzles (NZ)
Supplying G.M. branch pipe of 63milimeter dia fitted with
20 milimeter dia detachable hexagonal nozzle as per
specification Number FF- FFA/NZ
Supplying and erecting Gun Metal Chrome plated Nozzle
19 milimeter dia complete as per specification Number
FF- FFA/NZ
Fire Brigade Connection (FBC)
Supplying and installing fire brigadde Header of 150
milimeter dia for supplying water in fire tank as per
specification Number FF- FFA/FBC
Siamese Connection (SMC)
Air Cushion Tank (Air Vessel) ( ACT)
Supplying and installing Air Vessel of 300 milimeter dia
1.5 in height M.S. tank installed inside pump house as
per specification Number FF- FFA/ACT
Pressure Guage
(PG)
Supplying and installing pressure guage of 100milimeter
dia,0-300 PSI or 0-21 kg per cm square fitted wih
12/15milimeter dia. Pad cock valve, and G.I. pipe, elbow
etc. as per specification Number FF- FFA/PG
Pressure Switch
(PS)
Supplying and installing DANFOSS make pressure
switch with 12/15milimeter dia isolaion valve, G.I. nipple,
elbow etc. in an approved manner as per specification
Number FF- FFA/PS
Office Plate (OP)
Supplying and erecting one Number Brass orifice plate
with having 6milimeter. thickness, 140milimeter outer dia
of 140 milimeter at every single outlet hydrant valve as per
specification Number FF- FFA/OP
3
4
5
6
7
13.8.10
Page Number
139
6
Each
2579.00
15474.00
13.8.11
Page Number
139
6
Each
878.00
( Rupees Two
Thousand Five
Hundred Seventy Nine
( Rupees Eight
Hundred Seventy Eight
13.8.12
Page Number
139
1
Each
6602.00
( Rupees Six Thousand
Six Hundred Two And
Paise Nil Only )
6602.00
13.8.14
Page Number
139
1
Each
11321.00
( Rupees Eleven
Thousand Three
Hundred Twenty One
11321.00
13.8.16
Page Number
139
4
Each
748.00
( Rupees Seven
Hundred Forty Eight
2992.00
13.8.17
Page Number
139
6
Each
1557.00
( Rupees One
Thousand Five
Hundred Fifty Seven
9342.00
13.8.18
Page Number
140
5
Each
668.00
( Rupees Six Hundred
Sixty Eight And Paise
Nil Only )
3340.00
University Engineer
8
5268.00
214
1
27
2
MS / CRCA Boxes (BOX)
Supplying and erecting M.S / CRCA cabinet for housing
single hydrant valve (size 400 x 400 x400 milimeter.)
made from 16 SWG sheet and angle iron 25 milimeter. x
25 milimeter. x 4milimeter . having front doors with
viewing glass (8" x6") and locking arrangment with
necessary fixing material such as rubber bidding etc.
duly painted in post box red colour.
3
4
5
6
7
8
13.8.20
Page Number
140
10
Each
3466.00
( Rupees Three
Thousand Four
Hundred Sixty Six And
Paise Nil Only )
34660.00
Total Rs. 1959699.00
Contractor
University Engineer
215
PART- [ D ] SCHEDULE - "B" ELECTRICAL WORK
1
CSR
NUMBER 1112 AND
PAGE
NUMBER
2
1
1-1-7 / 9
2
1-1-.8 / 9
Chiseling wall/floor appropriately and with supplying & laying
I.S.I. mark Rigid Polyvinylchloride (P.V.C). conduit 25
millimeter diameter with necessary accessories as per
specification Number: WG-MA/CC, Para number 1.2.1
2500
Meter
120.00
( Rupees One
Hundred Twenty
And Paise Nil
Only)
300000.00
3
1-1-9/ 9
1000
Meter
142.00
( Rupees One
Hundred Forty
Two And Paise Nil
Only)
142000.00
4
1-2-11
Page Number
10
specification Number: WG-MA/CC, Para number 1.2.1
B : CASING-n-CAPPING.
Supplying and laying
Polyvinylchloride (PVC) trunking
(Polyvinylchloride casing - n - capping) of size 25 millimeter
with accessories on wall/ceiling as per specification Number:
WG- MA/CON, para number 1.1.2
2500
Meter
38.00
( Rupees Thrity
Eight And Paise
Nil Only)
95000.00
5
1-2-12
Page Number
10
Supplying and laying Polyvinylchloride (PVC) trunking
(Polyvinylchloride casing-n-capping) of size 32 millimeter
with accessories on wall/ceiling as per specification Number:
WG- MA/CON, para number 1.1.2
1000
Meter
45.00
( Rupees Forty
Five And Paise Nil
Only)
45000.00
ITEM
NUMBER
Contractor
DESCRIPTION
QUANTITY
UNIT
RATE
IN
FIGURE
RATE IN
WORDS
AMOUNT
3
A : CONCEALING OF CONDUITING.
specification Number: WG-MA/CC, para number 1.2.1
4
6
5
6
7
3000
Meter
105.00
( Rupees One
Hundred Five And
Paise Nil Only)
315000.00
University Engineer
216
1
2
6
1-3-2/11 +
Note Number 4
on page
Number13
7
( Page
Number11)
1-3-4 + Note
Number 4 for
on page
Number13
( Page
Number11)
1-3-6 Note
Number4 Page
Number 13
(Page Number
11 )
1-3-6 +
Note Number 1
on Page Number
13 + 1-3-4 +
Note Number 4
on Page Number
13
( Page Number
11 )
1-3-8 +
Note Number 1
on Page Number
13 + 1-3-6 +
Note Number 4
on Page Number
13
8
9
10
Contractor
3
C : BUNCH OF WIRING
Supplying & erecting mains with 3x1.5 square millimeter Fire
Retardant Low Smoke (F.R.L.S) solid
copper
Polyvinylchloride (PVC) insulated wire laid in provided
conduit / trunking / inside pole/Bus bars or any other places as
per specification Number: WG-MA/BW
Retardant Low Smoke(F.R.L.S) stranded/solid copper
Polyvinyl chloride(PVC) insulated wire laid in provided
conduit/trunking/inside pole/Bus bars or any other places. as
per specification Number: WG-MA/BW
4
6
5
6
2000
Meter
51.50
( Rupees Fifty One
And Paise Fifty
Only)
103000.00
2500
Meter
82.00
( Rupees Eighty
Two And Paise Nil
Only)
205000.00
Supplying & erecting mains with 3x4 square millimeter
Fire Retardant Low Smoke(F.R.L.S) stranded/solid copper
Polyvinyl chloride(PVC) insulated wire laid in provided
conduit / trunking / inside pole / Bus bars or any other places. as
per specification Number: WG-MA/BW.
Supplying & erecting mains with 4x4 square millimeter and
earth wire 2.5 square
millimeter Fire Retardant Low
Smoke(FRLS) Polyvinyl chloride(PVC) copper wire, in rigid
Polyvinylchloride conduit 25 millimeter diameter, as per
specification Number: WG-MA/PC, para number1.4.1.Note
:Total value deducted ,refer 1.1.8
3500
Meter
113.00
( Rupees One
Hundred Thirteen
And Paise Nil
Only)
395500.00
500
Meter
178.00
( Rupees One
Hundred Seventy
Eight And Paise
Nil Only)
89000.00
earth wire 4 square millimeter Fire Retardant Low
Smoke(FRLS) Polyvinyl chloride(PVC) copper wire, in
rigid Polyvinylchloride conduit 25 millimeter diameter, as
per specification Number: WG-MA/PC, para number1.4.1.Note
1000
Meter
261.00
( Rupees Two
Hundred Sixty One
And Paise Nil
Only)
261000.00
University Engineer
7
217
1
11
2
( Page Number
12 )
1-3-10 +
Note Number 1
on Page Number
13 + 1-3-8 +
Note Number 4
on Page Number
13
3
earth wire 6 square
millimeter Fire Retardant Low
Smoke(FRLS) Polyvinyl chloride(PVC) copper wire, in
rigid Polyvinylchloride conduit 32 millimeter diameter, as
per specification Number: WG-MA/PC, para number1.4.1.Note
D : MODULAR SWICTH & ACCESSORIES.
Supplying and erecting modular type switch 6 Amperes / 10
Amperes ISI mark approved make duly erected on provided
plate and box with wiring connections complete.
Supplying and erecting modular type switch 16 Amperes ISI
mark approved make duly erected on provided plate and box
with wiring connections complete.
4
1300
6
Meter
5
447.00
6
( Rupees Four
Hundred Forty
Seven And Paise
Nil Only)
7
581100.00
115
Each
97.00
11155.00
280
Each
126.00
( Rupees Ninety
Seven And Paise
Nil Only)
( Rupees One
Hundred Twenty
Six And Paise Nil
Only)
( Rupees One
Hundred Eleven
And Paise Nil
Only)
( Rupees One
Hundred Fourteen
And Paise Nil
Only)
( Rupees Two
Hundred
Seventeen And
Paise Nil Only)
( Rupees One
Hundred Twenty
Four And Paise Nil
Only)
( Rupees One
Hundred Twenty
Four And Paise Nil
Only)
12
1-8-1/18
13
1-8-2/18
14
1-8-3/18
Supplying and erecting modular type bell-push 6 Amperes / 10
Amperes ISI mark approved make duly erected on provided
plate and box with wiring connections complete.
1
Each
111.00
15
1-8-10 /19
115
Each
114.00
16
1-8-11 /19
280
Each
217.00
17
1-8-19/19
Supplying and erecting modular type 3 pin 6 Amperes multi
socket with safety shutter ISI mark approved make duly
erected on provided plate and box with wiring connections
complete.
Supplying and erecting modular type 3 pin 6 Amperes/ 16
Amperes multi socket with safety shutter ISI mark approved
make duly erected on provided plate and box with wiring
connections complete.
Supplying and erecting modular type buzzer 220 /250 Volt ISI
mark approved make duly erected on provided plate and box
1
Each
124.00
18
1-8-27/20
Supplying and erecting Polyvinylchloride (PVC) Surface
modular switch box with double mounting plate for 1 module
complete duly erected in an approved manner.
30
Each
124.00
Contractor
University Engineer
35280.00
111.00
13110.00
60760.00
124.00
3720.00
218
1
19
2
1-8-28 /20
3
4
28
6
Each
5
124.00
20
1-8-29/20
25
Each
148.00
21
1-8-30/20
8
Each
163.00
22
1-8-31/20
50
Each
222.00
23
1-8-32/20
modular switch box inner plate (mounting) & front plate for 8
module complete duly connected.
105
Each
276.00
24
1-8-34 /20
modular switch box with double mounting plate for
16/18module duly erected in an approved manner.
35
Each
366.00
25
5.4.20 /68
50
Each
944.00
26
5.4.21/68
Supplying and erecting original 1.25 millimeter Cold Rolled
Closely Annealed (CRCA) sheet metal enclosures with 20
Amperes, 2 pin plug & earth socket and 20 Amperes 3 pin plug
top with 20/30 Amperes, single pole MCB complete erected on
angle iron frame.
Supplying and erecting original 1.25 millimeter Cold Rolled
Closely Annealed (CRCA) sheet metal enclosures with 30
Amperes, 3 pin plug & earth socket and 30 Amperes 3 pin plug
top with 30 Amperes, triple pole MCB complete erected on
angle iron frame.
20
Each
1,780.00
Contractor
University Engineer
6
( Rupees One
Hundred Twenty
Four And Paise Nil
Only)
( Rupees One
Hundred Forty
Eight And Paise
Nil Only)
( Rupees One
Hundred Sixty
Three And Paise
Nil Only)
( Rupees Two
Hundred Twenty
Two And Paise Nil
Only)
( Rupees Two
Hundred Seventy
Six And Paise Nil
Only)
( Rupees Three
Hundred Sixty Six
And Paise Nil
Only)
( Rupees Nine
Hundred Forty
Four And Paise Nil
Only)
( Rupees One
Thousand Seven
Hundred Eighty
And Paise Nil
Only)
7
3472.00
3700.00
1304.00
11100.00
28980.00
12810.00
47200.00
35600.00
219
1
2
27
1.9.9 /22
28
1-9-14/22
Contractor
3
E : POINT WIRING.
Point wiring for light/fan/bell concealed type in min 20 millimeter
Polyvinylchloride(PVC) conduit with 1.5 square millimeter Fire
Retardant Low Smoke grade copper wires with modular type
switch and required accessories as per specification Number: WGPW/CW.. Providing Concealed light / fan / bell point Wiring
required approved specified material including hardware and
erecting rigid steel/Polyvinylchloride conduits 20 millimeter
diameter, junction boxes, provided fan boxes, along with required
accessories in RCC slabs before casting and in walls, flooring by
making chases, and refilling the same after erection of conduits,
fixing concealed type boxes for switch boards in walls,2x1.5
square millimeter Fire Retardant Low Smoke(FRLS) drawing
wires through conduits, from switch board to outlet for light / fan /
bell indepe- dent plug point fixing modular type switch for
controlling power supply and an accessory for outlet of
light/fan/bell/plug at other end, with mounting plate, terminating
wires within at both ends, as per approved Method of Construction,
closing all junction boxes with plates: removing all debris and
testing the installation for safety and beneficial use. as per
specification number WG-PW/CW.
Wiring for plug on board with Switch socket concealed type with
copper wiring, earthing and with modular accessories as per
specification Number: WG- PW/CW.....Providing Concealed
light/fan/bell point Wiring required approved specified material
including hardware and erecting rigid steel / Polyvinylchloride
(PVC) conduits 20 millimeter diameter, junction boxes, provided
fan boxes, along with required accessories in RCC slabs before
casting and in walls, flooring by making chases, and refilling the
same after erection of conduits, fixing concealed type boxes for
switch boards in walls, 2x1.5 square millimeter Fire Retardant
Low Smoke(FRLS) drawing wires through conduits, from switch
board to outlet for light / fan / bell indepe- dent plug point fixing
modular type switch for controlling power supply and an accessory
for outlet of light/fan/bell/plug at other end, with mounting plate,
terminating wires within at both ends, as per approved Method of
Construction, closing all junction boxes with plates: removing all
debris and testing the installation for safety and beneficial use as
per specification number WG- PW/CW.
4
6
5
6
1050
Point
672.00
( Rupees Six
Hundred Seventy
Two And Paise Nil
Only)
705600.00
60
Point
371.00
( Rupees Three
Hundred Seventy
One And Paise Nil
Only)
22260.00
University Engineer
7
220
1
2
29
1-8-16/19
30
1-8-17/19
31
1-10-1/24
32
1-10-2/24
33
1-10-6/24
34
1-11-2/24
35
4
6
5
6
51
Each
121.00
6171.00
Supplying and erecting modular type computer Jack RJ 45
with safety shutter ISI mark approved make duly erected on
provided plate and box with wiring connections complete.
49
Each
156.00
Supplying & erecting telephone cable 1 pair with 0.5
millimeter diameter laid in provided Polyvinylchloride(PVC)
casing / conduit as per specification number WG-TW
Supplying, erecting & commissioning Main Distribution
Frame (MDF) Box 60 x 60 pairs as per specification
number WG-TW
1000
Meter
9.00
( Rupees One
Hundred Twenty
One And Paise Nil
Only)
( Rupees One
Hundred Fifty Six
And Paise Nil
Only)
( Rupees Nine And
Paise Nil Only)
1500
Meter
17.00
25500.00
500
Meter
55.00
2
Each
1,732.00
1-11-12/25
Supplying, erecting & commissioning Junction box suitable for
10 pairs as per specification number WG-TW
12
Each
561.00
36
1-11-34/26
Supplying, installing, testing & commissioning Digital type
EPABX (Electronic Private Automatic Branch Exchange) 8 x
48 extension as per specification number WG-TW
1
Job
1,16,523.00
37
1-12-1/26
Supplying & installing UTP networking Cat-6 cable suitable
for LAN / WAN Computer net-working as per specification
number WG-COC/NC
3000
Meter
34.00
( Rupees
Seventeen And
Paise Nil Only)
( Rupees Fifty
Five And Paise Nil
Only)
( Rupees One
Thousand Seven
Hundred Thirty
Two And Paise Nil
Only)
( Rupees Five
Hundred Sixty
One And Paise Nil
Only)
( Rupees One
Lakh Sixteen
Thousand Five
Hundred Twenty
Three And Paise
Nil Only)
( Rupees Thirty
Four And Paise
Nil Only)
Contractor
3
F : TELEPHONE & COMPUTER CABLING
Supplying and erecting modular type telephone socket two
gang with safety shutter ISI mark approved make duly erected
on provided plate and box with wiring connections complete.
University Engineer
7
7644.00
9000.00
27500.00
3464.00
6732.00
116523.00
102000.00
221
1
2
38
2-1-12/29
39
2-2-32/33
40
2-2-36/34
41
2-2-44/34
42
1-8-23/20
43
2-6-3/41
44
2-6-4/41
Contractor
3
G : LAMPS AND FITTING.
Supplying & erecting T8 36Watts Fluorescent tube triPhospher/Tru- band phospher with 3250 lumen output.
4
6
5
6
720
Each
99.00
75
Each
3,272.00
700
Each
713.00
( Rupees Ninety
Nine And Paise Nil
Only)
( Rupees Three
Thousand Two
Hundred Seventy
Tow And Paise Nil
Only)
( Rupees Seven
Hundred Thirteen
And Paise Nil
Only)
20
Each
1,208.00
( Rupees One
Thousand Two
Hundred Eight
And Paise Nil
Only)
24160.00
220
Each
356.00
78320.00
Supplying and erecting Ceiling fan of 1200 millimeter
sweep complete erected in position as per specification number
FG-FN/CF
5
Each
1,567.00
Supplying and erecting Ceiling fan of 1400 millimeter
sweep complete erected in position as per specification number
FG-FN/CF
215
Each
1,729.00
( Rupees Three
Hundred Fifty Six
And Paise Nil
Only)
( Rupees One
Thousand Five
Hundred Sixty
Seven And Paise
Nil Only)
( Rupees One
Thousand Seven
Hundred Twenty
Nine And Paise Nil
Only)
Supplying and erecting approved make square parabolic recess
/ surface mirror optic square / rectangular PL fitting suitable
for 3 x 36 watts compact Fluorescent lamp with Electronic
Ballast having power factor > 0.98 & THD <10 fixed in false
ceiling / on ceiling as per specification number FG-IDF/MOF
Supplying & erecting approved make 1 x T8 40/36 watts
white stove enameled / powder coated box type Fluorescent
fitting with 40 Watts. Electronic ballast power factor > 0.98
& THD <10 , fixed at ceiling or on wall. As per specification
number FG-IDF/BFF
Supplying & erecting approved make 1 x T8 40/36Watts
with white stove enameled/ powder coated industrial type
Fluorescent fitting with one 40 Watts Electronic Ballast having
power factor > 0.98 & THD <10 , fixed at ceiling or on wall as
per specification number FG-IDF/INF
H : FANS
Supplying and erecting modular type electronic step
regulator two module ISI mark approved make duly erected on
University Engineer
7
71280.00
245400.00
499100.00
7835.00
371735.00
222
1
45
2
2-6-14/42
4
20
6
Each
5
1,567.00
28
Each
1,454.00
2
Each
36,833.00
9
Each
78,077.00
As director by
Engineer in
charge
3
Supplying and erecting fresh air cum Exhaust fan of light
duty 250 Volt Alternating Current(A.C.) 50 cycles
300millimeter 1400 Rotation Per Minute (RPM) metallic body,
plastic blades, wire mesh, duly erected in an approved
manner and marking Sr. number and date of erection.
Supplying and erecting fresh air cum Exhaust fan of light
duty 250 Volt Alternating Current(A.C.) 50 cycles
225millimeter 1400 Rotation Per Minute (RPM) metallic body,
plastic blades, wire mesh, duly erected in an approved
manner and marking Sr. number and date of erection.
I : AIR CONDITIONING :
Supplying and erecting split type room Airconditioning unit
1.5 TR (Tons of Refrigeration) 5 star capacity 250Volt, 50
cycles, Alternating Current(A.C.) supply having 1 Number of
air handling unit hiwall / floor mounting type complete at
position as per specification number AP-AC/SAC
Supplying and erecting split type room Airconditioning
unit 03 TR (Tons of Refrigeration) capacity 230 / 440 Volt, 50
cycles, Alternating Current(A.C.) supply having 1 Number of
air handling unit (Mega spilt) mounting type complete at
position as per specification number AP-AC/SAC
Supply and erecting cassette type Air Coditioner unit 3 TR
(Tons of Refrigeration) capacity 440V, 50 Hz, A. C. supply in
an approvaed manner.
46
2-6-15/42
47
3-2-8/46
48
3-2-12/47
49
4
Each
95729.00
50
As director by
Engineer in
charge
Supply and erecting cassette type Air Coditioner unit 4 TR
(Tons of Refrigeration) capacity 440V, 50 Hz, A. C. supply in
an approvaed manner.
1
Each
109229.00
51
3-2-18/47
Supplying & erecting copper pipe suitable for refrigeration
system having 22 guage thickness and inner diameter / size 35
millimeter complete.
100
Meter
818.00
Contractor
University Engineer
6
( Rupees One
Thousand Five
Hundred Sixty
Seven And Paise
Nil Only)
( Rupees One
Thousand Four
Hundred Fifty
Four And Paise Nil
Only)
7
31340.00
( Rupees Thirty
Six Thousand
Eight Hundred
Thirty Three And
Paise Nil Only)
( Rupees Seventy
Eight Thousand
Seventy Seve And
Paise Nil Only)
73666.00
( Rupees Ninety
Five Seventy Eight
Thousand Seventy
Seve And Paise Nil
Only)
( Rupees One Lakh
Nine Thousand
Two Hundred
Twenty Nine And
Paise Nil Only)
( Rupees Eight
Hundred Eighteen
And Paise Nil
Only)
40712.00
702693.00
382916.00
109229.00
81800.00
223
1
52
2
3-2-19/47
3
Supplying & erecting copper pipe suitable for refrigeration
system having 22 guage thickness and inner diameter / size 42
millimeter Complete.
4
100
6
Meter
5
979.00
53
3-2-21/47
200
Meter
105.00
54
3-3-3/48
Supplying and laying rigid
Polyvinylchloride (PVC)
conduit 32 millimeter
diameter to drain water with
Polyvinylchloride accessories on wall/ceiling as per
specification Number: WG-MA/CON, para number 1.1.1
J : ELECTRICAL APPLIANCES
Supplying, erecting, testing and commissioning self contained
water cooler 230/250Volt 50 cycles nominal cooling capacity
of 40 liters per hour and storage capacity 80 liters. As per
specification number AP-WCR/WC
6
Each
41,103.00
55
3-5-3/48
6
Each
7,643.00
56
3-6-2/49
20
Each
57
As director by
Engineer in
charge
Supplying and erecting ultra violet water purifier with softener
for safe drinking water consisting of Ultraviolet germicidal tube
of 8 Watts capacity choke made of copper wire and two
indicator lamps with output of purified water 3 Liters/minutes
with activated carbon filter and softener operating on 230 Volt
single phase Alternating current(A. C.) supply.
K : INVERTER
Supplying, installing, testing & commissioning of 800
VoltAmpere Digital pure sine wave Inverter based on IGBT
technology single phase 230 Volt, 50 Hertz complete with 1
hour tubular battery backup as per specification number APINV
L : SWITCH GEAR
Supply, Installation, Testing & commissioning of main LT
panel manufactured out of SWG 14/16 sheet. Fabrication in
Iron angle frames of reqd. Size .Aluminum busbar with colour
coding heat shrinkable sleeves on installation of insulators
porcelain or Epoxy, neoprene gaskets for doors , two quotes of
red oxide paints & superior quality of enamel paints. Hardware
: mild steel nut bolt of required size and length, mild steel
hinges, self locked for doors , danger board in Marathi &
English, Panel foundation in mild steel Frame on trench. ( LT
Panel manufacture as per drawing Number TD/CLG/SLET/39)
1
Each
Contractor
University Engineer
6
( Rupees Nine
Hundred Seventy
Nine And Paise Nil
Only)
( Rupees One
Hundred Five And
Paise Nil Only)
7
97900.00
( Rupees Forty
One Thousand One
Hundred Three
And Paise Nil
Only)
( Rupees Seven
Thousand Six
Hundred Forty
Three And Paise
Nil Only)
246618.00
10,737.00
( Rupees Ten
Thousand Seven
Hundred Thirty
Seven And Paise
Nil Only)
214740.00
594576.00
( Rupees Five
Lakh Ninety Four
Thousand Five
Hundred Seventy
Six And Paise Nil
Only)
594576.00
21000.00
45858.00
224
1
2
58
RA 04 - CAT
Number:
CM93004OOOOAG
+ CM99804OOOO
+ CM99805OOOO
+ CM99861OOOO
+ ST98066OOOO
RA 05-CAT
Number CO44000OOOO
59
3
INCOMER
Supply, Installation, Testing & commissioning in main LT
panel- INCOMER :400Amperes Four Pole 50 Kilo
Amperes, Microprocessor based with built in LSIG
Protection, Aux+ Trip contact, Shunt release, Ext ROM,
Spreaders
4
6
5
6
7
1
Each
35664.00
( Rupees Thirty
Five Thousand
Six Hundred Sixty
Four And Paise
Nil Only)
35664.00
Supply and erecting change over switch, 400 Amperes, 4
Pole in main control panel in an approved manner.
1
Each
19095.00
( Rupees Nineteen
Thousand Ninety
Five And Paise
Nil Only)
( Rupees Twenty
Nine Thousand
Four Hundred
Seventy Seven
And Paise Nil
Only)
19095.00
60
RA 06 -CAT
Number:
CM92151OOOOAG
+ CM99804OOOO
+ CM99805OOOO
+ CM99830OOOO
+ CM92007OOOO
Supply, Installation, Testing and commissioning MCCB as
incomer in main LT panel 250 Amperes, 4 Pole, 36 Kilo
Amperes, Microprocessor based with built in LSIG
Protection, Aux+ Trip contact, Shunt release, Ext ROM,
Spreaders.
3
Each
29477.00
61
RA 07 -CAT Number:
CM92153OOOOAG +
CM99804OOOO +
CM99805OOOO +
CM99830OOOO +
CM92007OOOO
Supply, Installation, Testing and commissioning MCCB in
main LT panel 100 Amperes, 4 pole, 36 Kilo Amperes,
Microprocessor based with built in LSIG Protection, Aux+
Trip contact, Shunt release, Ext. ROM, Spreaders
2
Each
21294.00
( Rupees Twenty
One Thousand Two
Hundred Ninety
Four And Paise Nil
Only)
42588.00
62
5.3.3/65
Supplying, erecting & marking Single Pole MCB 6
Amperes to 32 Amperes B-series (for Lighting) in provided
distribution board as per specification number SWSWR/MCB
10 Amperes Single Pole
520
Each
165.00
( Rupees One
Hundred Sixty Five
And Paise Nil
Only)
85800.00
Contractor
University Engineer
88431.00
225
1
63
2
5.3.14/65
3
Supplying, erecting & marking Triple Pole MCB 6 Amperes
to 32 Amperes in provided distribution board as per
specification number SW-SWR/MCB (20A TP)
Supplying, erecting & marking Triple Pole MCB 6 Amperes
to 32 Amperes, C- series in provided distribution board as
per specification number SW-SWR/MCB
4
20
6
Each
5
802.00
64
5-3-18/65
1
Each
1,048.00
65
5-3-19/65
Supplying, erecting & marking Triple Pole Neutral MCB
40A to 63A, C- Series in provided distribution board as per
specification number SW-SWR/MCB
30
Each
1,512.00
66
5.4.1/66
Supplying & erecting triple pole and neutral distribution
board (TPNDB) surface / flush mounted, suitable for Single
Pole MCB of 12 ways, on iron frame/laminated board.
(Horizontal type) as per specification
6
Each
1,790.00
67
5.4.2/66
18
Each
2,431.00
68
5.4.5/66
2
Each
5,348.00
69
5.4.6/67
2
Each
70
5.4.10 /67
board (TPNDB) surface / flush mounted, suitable for Single
Pole MCB of 24 ways, on iron frame/laminated board.
(Horizontal type) as per specification number SW-SWRMCBDB
board (TPNDB) surface / flush mounted, TPNDB
surface/flush mounted SP (24 Poles)/TP 8 Poles MCB of 8
Ways(24 Poles) on iron frame/laminated board. (Vertical
Busbar type ) as per specification number SW-SWRMCBDB
board (TPNDB) surface / flush mounted, SP (36 Poles) /TP
12 Poles MCB of 12 Ways(36 Poles), on iron
frame/laminated board. (Vertical Busbar type) as per
specification number SW-SWR-MCBDB
board (TPNDB) with door surface/flush mounted SP (12
Poles) /TP (4Poles) MCB of 4 ways (12 Poles) on iron
frame/laminated board. (Vertical type) as per specification
number SW-SWR-MCBDB
3
Each
Contractor
University Engineer
6
( Rupees Eight
Hundred Two And
Paise Nil Only)
( Rupees One
Thousand Forty
Eight And Paise
Nil Only)
( Rupees One
Thousand Five
Hundred Twleve
And Paise Nil
Only)
( Rupees One
Thousand Seven
Hundred Ninety
And Paise Nil
Only)
7
16040.00
1048.00
45360.00
10740.00
( Rupees Two
Thousand Four
Hundred Thirty
One And Paise Nil
Only)
( Rupees Five
Thousand Three
Hundred Forty
Eight And Paise
Nil Only)
43758.00
7,007.00
( Rupees Seven
Thousand Seven
And Paise Nil
Only)
14014.00
5,837.00
( Rupees Five
Thousand Eight
Hundred Thrity
Seven And Paise
Nil Only)
17511.00
10696.00
226
1
71
2
5-4-24/68
3
Supplying and erecting blanking plate of suitable size on
MCB DB( Distribution Board )
4
10
6
Each
5
14.00
72
5.6.4/69
Providing, erecting & commissioning RCCB only of
electro magnetic type with 20 Kilo Amperes breaking
capacity of 16/25 Amperes 4 pole complete as per
specification number SW-RCCB/RCCB
1
Each
3,402.00
73
5.6.5/69
25
Each
3,480.00
74
5.6.6/69
2
Each
3,989.00
75
5.6.8/70
3
Each
5,492.00
76
6.1.19/77
200
Kilograms
121.00
77
7.1.16 /83
Incomer RCCB, 40 Amperes, 4 pole-1 Nos.: Providing,
erecting & commissioning RCCB only of electro magnetic
type with 20 Kilo Amperes breaking capacity of 40
Amperes 4 pole complete as per specification number
SW-RCCB/RCCB
Incomer RCCB, 63 Amperes, 4 pole-1 Nos. : Providing,
erecting & commissioning RCCB only of electro magnetic
type with 20 Kilo Amperes breaking capacity of 63
Amperes 4 pole complete as per specification number
SW-RCCB/RCCB
Incomer RCCB, 100 Amperes, 4 pole-1 Nos: Providing,
erecting & commissioning approved make RCCB of
electro magnetic type with 20 Kilo Amperes breaking
capacity of 100 Amperes 4 pole complete as per
Supplying and erecting iron work for panel board or other
purposes complete with bending, cutting, drilling and
welding complete erected at the position with necessary
materials duly painted with one coat or red oxide and two
coats of enamel paint to match the switchgears or as per
directions by the authority (Size of angle /flat/channel iron
to be specificied in estimate)
M : CABLE
Supplying & erecting Polyvinylchloride(PVC) armoured
cable 4 core 16 square millimeter aluminum conductor
with continuous 5.48 square
millimeter (12 SWG)
Galvanized Iron earth wire complete erected with glands &
lugs on wall/trusses/pole or laid in provided trench/pipe as
per specification number CB-LT/AL
330
Meter
213.00
Contractor
University Engineer
6
( Rupees Fourteen
And Paise Nil
Only)
( Rupees Three
Thosuand Four
Hundred Two
And Paise Nil
Only)
( Rupees Three
Thosuand Four
Hundred Eighty
And Paise Nil
Only)
( Rupees Three
Thosuand Nine
Hundred Eighty
Nine And Paise
Nil Only)
( Rupees Five
Thosuand Four
Hundred Ninety
Two And Paise
Nil Only)
( Rupees One
Hundred Twenty
One And Paise
Nil Only)
( Rupees Two
Hundred Thirteen
And Paise Nil
Only)
7
140.00
3402.00
87000.00
7978.00
16476.00
24200.00
70290.00
227
1
78
2
7.1.18 /83
79
7.1.20/83
80
7.2.9/85
81
7.2.10/85
82
As director by
Engineer in charge
Contractor
3
Supplying & erecting Polyvinylchloride (PVC) armoured
cable 3.5 core 35 square millimeter aluminum conductor
millimeter (12 SWG)
cable 3.5 core 70 square millimeter aluminum conductor
millimeter (10 SWG)
cable 4 core 4 square millimeter copper conductor with
continuous 5.48 square millimeter (12 SWG) Galvanized
Iron earth wire complete erected with glands & lugs on
wall/trusses/pole or laid in provided trench/pipe as per
specification number CB-LT/CU
cable 4 core 6 square millimeter copper conductor with
continuous 5.48 square millimeter (12 SWG) Galvanized
Iron earth wire complete erected with glands & lugs on
wall/trusses/pole or laid in provided trench/pipe as per
N : EARTHING
Supply installation & erection of bore type earthing having
Galvanized Iron rod 2 Meter long 80 millimeter diameter In
the boring size of 100 millimeter diameter 2.5 long depth in
a electro powder solution of 40 kilogram After saturation
period i.e. 72 hours the result of earthing should be 0.5 to
1.00 ohms.
4
320
6
Meter
5
295.00
6
( Rupees Two
Hundred Ninety
Five And Paise
Nil Only)
7
94400.00
190
Meter
502.00
( Rupees Five
Hundred Two And
Paise Nil Only)
95380.00
20
Meter
270.00
( Rupees Two
Hundred Seventy
And Paise Nil
Only)
5400.00
400
Meter
358.00
( Rupees Three
Hundred Fifty
Eight And Paise
Nil Only)
143200.00
10
Each
12210.00
( Rupees Twelve
Thosuand Two
Hundred Ten And
Paise Nil Only)
122100.00
University Engineer
228
1
83
2
9.1.3/106
84
9.2.3/106
Contractor
3
Supplying & erecting galvanized cast iron earth plate size
60 x 60 x 0.6 centimeters buried in specifically prepared
earth pit so as to keep top of earth plate 1.5 meter below
ground level with 40 Kilogram with alternate layers
Charcoal and salt
with 19 millimeter diameter
Galvanized Iron pipe with funnel with a wire mesh for
watering and brick masonry block Cast Iron cover
complete as per para 9 of I.S 1987 with necessary length
of double Galvanized Iron earth wire number 6 SWG
bolted with lug to the plate and covered in 12 millimeter
diameter Galvanized Iron pipe 2.5 meter long complete
connected to the nearest switchgear with end socket as per
directions and duly tested by earth tester and recording the
results. As per specification number EA-EP.
Supplying & erecting Galvanized Iron (G.I.) strip of
required size used for earthing on wall and / or any other
necessary Galvanized Iron clamps fixed on wall painted
with bituminous paint in an approved manner Joint
required as per specification number (EA-EP)
4
4
6
Each
5
2,231.00
6
( Rupees Two
Thosuand Two
Hundred Thirty
One And Paise
Nil Only)
7
8924.00
200
Kilograms
100.00
( Rupees One
Hundred And
Paise Nil Only)
20000.00
University Engineer
229
1
2
85
11-1-10/118
86
10.2.24 /113
87
10.2.25 /113
Contractor
3
O : DIESEL GENERATOR :
Supplying, Erecting and Commissioning of Diesel
generating set with AMF Panel with alternator of 62.5
Kilovolt Amperes output continuous rating, 3 Phase, 415
Volt, 50cycles 0.8 power factor Alternating current (A.C.) a
totally enclosed air cooled multy cylinder diesel engine
developing suitable BHP(British Horse Power) at 1500
Rotation Per Minute(RPM) with 10% overload for 1 hour in
24 hours with standard accessories, self excited self
regulated, screen protected alternator with static excitation
system running at 1500 Rotation Per Minute as per IS 47221968 with voltage regulation +/- 5 % .Both the engine and
alternator direct coupled on a comilimeteron fabricated steel
base plate with anti vibrating pad with control panel
comprising of standard meters, switchgears, indicators
connected with suitable wires / cables. The complete set
enclosed in Acoustic enclosure made of 18 SWG Cold
Rolled Closely Annealed(CRCA) Sheet, sound absorbing
material, Rockwool covered from inside with ¾ millimeter
holes perforated sheet to restrict sound level up to 75 decibel
at 1.0 meter. The engine with first filling of oil, diesel etc.
obtaining necessary approval from Electrical Inspector as
per specification number GEN-DG
P : FIRE FIGHTING AND FIRE DETECTING
SYSTEM :
Providing round bottom FIRE Bucket of 9 Liters capacity as
per IS: 2546 made out of 24 gauge Galvanized Iron sheet
with extra handle at bottom duly painted white inside and
red outside with FIRE marr, on provided stand/wall hook.
Providing floor mounting stand for keeping 4 numbers of
FIRE buckets 1500 millimeter in length,900 millimeter in
height frame made out of 30x30x4 millimeter Angle iron
with cross supports for legs, welded with 4 hooks and duly
painted with one coat of red lead and two coats of silver
paint.
4
6
5
6
1
Each
7,96,717.00
( Rupees Seven
Lakh Ninety Six
Thosuand Seven
Hundred
Seventeen And
Paise Nil Only)
796717.00
2
Each
402.00
804.00
2
Each
1,845.00
( Rupees Four
Hundred Two
And Paise Nil
Only)
( Rupees One
Thousand Eight
Hundred Forty
Five And Paise
Nil Only)
University Engineer
7
3690.00
230
1
88
2
10.2.27 /114
89
10.2.31/114
90
10.2.34 /114
91
13.9.2 /140
92
13.9.3/140
93
13.10.1/140
94
13.10.2 /140
95
13.10.5 /141
Contractor
3
Supplying standard first aid box with necessary antiseptic
cream, medicine for use on wounds due burn, creepe
bandage, gauge bandage, medicated ready to use bandage
(Band aid) adhesive tape for medicinal use, scissors, anti septic solution (Savlon or similar )etc.
Supplying and fixing Polyvinylchloride (PVC) synthetic
elastomer electrically insulating mat with class B insulation
conforming to IS: 15652-2006 having 2.5 millimeter
thickness upto 11Kilowatts.
4
1
6
Each
5
323.00
6
( Rupees Three
Hundred Twenty
Three And Paise
Nil Only)
7
323.00
5
Square
Meter
4,673.00
23365.00
Supplying and erecting Dry Chemical Powder(D.C.P.) type
fire Extinguisher 5 Kilogram capacity cartridge type with
Gun Metal cap 150 gram CO2 gas cartridge, powder and
brackets conforming to IS 2171 and complete erected with
necessary clamps made from 50x6 millimeter Mild
Steel(M.S.) flat with nuts & bolts grouted in wall complete.
Supplying, erecting and testing optical type smoke detector
complete on box as per specification numberFF-FAS/SD
3
Each
2,417.00
( Rupees Four
Thousand Six
Hundred Seventy
Three And Paise
Nil Only)
( Rupees Two
Thousand Four
Hundred
Seventeen And
Paise Nil Only)
65
Each
1,546.00
100490.00
Supplying & erecting four wire conventionally single ended
reflected type beam smoke detector with 8 receiver. The
range of smoke detector is max 325 feet.
16
Each
35,250.00
Supplying, erecting , testing and commissioning Manual
call point (Pill box) with break glass push button in metal
enclosure complete as per specification number FFFAAS/MCP
Supply and erecting hooters with Cold Rolled Closely
Annealed(CRCA) enclosure complete as per specification
NumberFF- FAAS/HTR
6
Each
424.00
2
Each
476.00
cable 4 core 1.5 square millimeter Fire Retardant Low
Smoke(FRLS) Copper complete erected on wall/ ceiling as
per specification numberCB-LT/CU
70
Meter
56.00
( Rupees One
Thousand Five
Hundred Forty
Six And Paise Nil
Only)
( Rupees Thirty
Five Thousand
Two Hundred
Fifty And Paise
Nil Only)
( Rupees Four
Hundred Twenty
Four And Paise
Nil Only)
( Rupees Four
Hundred Seventy
Six And Paise Nil
Only)
( Rupees Fifty Six
And Paise Nil
Only)
University Engineer
7251.00
564000.00
2544.00
952.00
3920.00
231
1
96
2
13.10.6/141
97
13.10.7 /141
98
13.10.14/141
99
15-1-1/147
100
15-1-11/147
101
15-1-12/147
Contractor
3
Supplying & erecting ,testing and commissioning the 7
zones microprocessor based conventional fire alarm control
panel (FACP) with standard accessories complete as per
specification number
Note: Increase over all rate by
25% for additional zone as per requirement [ The rate is for
seven Zone Control panel.(Basic rate Rs.11150+ Additional
rate for 05 Zones is Rs.13937.50 as per above note.) ]
Q : SIREN
Supplying and erecting weather shade for covering siren
motor, made of 1.25 millimeter(18 SWG) Mild Steel sheet /
Polyvinylchloride
(PVC)/
Fiberglass
Reinforced
Plastic(FRP) sheet duly painted as per specification number
SRN-AS/WS
Supplying & erecting of 3.25 kilometer range Siren single
phase 220/250 Volts Horizontal double mounting type 1/2
Horse Power 6000 Rotation Per Minute(RPM) 50 cycles
Alternating Current(A.C.) complete with adjustable
foundation. As per specification number SRN-AS/SM
( The Contractor should take parmition form Govt. authority
before testing )
Providing in position C.C. foundation (1:2:4)
with
plastering for Siren motor of size 60 X 60 X 20 centimeters.
with foundation nuts and bolts of required size & strength of
the terrace of the building with 1.2 centimeters thick hard
rubber sheet packing provided in between the foundation
and motor base to minimize the jerks and vibration to the
slab with teak wood frame etc.
4
300
6
Meter
5
82.00
6
( Rupees Eighty
Two And Paise
Nil Only)
7
24600.00
240
Meter
103.00
24720.00
1
Each
26,494.00
( Rupees One
Hundred Three
And Paise Nil
Only)
( Rupees Twenty
Six Thousand
Four Hundred
Ninety Four And
Paise Nil Only)
1
Each
4,517.00
4517.00
1
Each
12,146.00
( Rupees Four
Thousand Five
Hundred
Seventeen And
Paise Nil Only)
( Rupees Twelve
Thousand One
Hundred Forty
Six And Paise Nil
Only)
1
Each
590.00
University Engineer
( Rupees Five
Hundred Ninety
And Paise Nil
Only)
26494.00
12146.00
590.00
232
1
2
102
As director by
Engineer in charge
3
R : CABLE TRAY
Supply and erecting perforated cable trays made out of 2
millimeter thick galvanized steel runners and slotted rungs.
Perforated cable trays type G shall be made out of 2
millimeter thick perforated sheet
200 millimeter Width x 50 millimeter Height Perforated
type with cover
103
As director by
Engineer in charge
300 millimeter Width x 50 millimeter Height Perforated
type with cover
300
Meter
609.00
104
As director by
Engineer in charge
300
Each
178.00
105
As director by
Engineer in charge
Cable tray Support including 10 millimeter fastner, 10
millimeter Mild Steel rod with both side threaded cable
support angle 30x30x3 millimeter fixing in proper way with
nut bolt or 30x30x3 millimeter angle supports for wall
mounting tray.
S : LIGHTNING ARRESTOR :
Supply, erection of Lightning Arrestor of ESE lightning
arrestor when mounted at height of 5 meter giving radius of
protection for 109 meter radius for high level protection
level 1 make tercel Model TZ-90 Std-NFC 17-102
1
Each
98494.00
106
As director by
Engineer in charge
Supply of 2 digit Tercel Transient event counter
1
Each
10502.00
107
As director by
Engineer in charge
Supply of necessary mounting structure Galvanized Iron
MAST (5 meter length) with Base plate.
1
Each
8494.00
As director by
Engineer in charge
Contractor
4
6
5
6
300
Meter
557.00
( Rupees Five
Hundred Fifty
Seven And Paise
Nil Only)
( Rupees Six
Hundred Nine
And Paise Nil
Only)
( Rupees One
Hundred Seventy
Eight And Paise
Nil Only)
167100.00
( Rupees Ninety
Eight Thousand
Four Hundred
Ninety Four And
Paise Nil Only)
( Rupees Ten
Thousand Five
Hundred Two
And Paise Nil
Only)
( Rupees Eight
Thousand Four
Hundred Ninety
Four And Paise
Nil Only)
98494.00
University Engineer
7
182700.00
53400.00
10502.00
8494.00
233
1
108
2
As director by
Engineer in charge
3
Supply of 50 square millimeter copper cable.
4
7
6
Meter
5
450.00
109
As director by
Engineer in charge
Supply of guy rope, insulators clamps
1
Set
2503.00
110
As director by
Engineer in charge
Connector
1
Each
1254.00
111
As director by
Engineer in charge
Labour charges for installation of Tercel lightning arrestor
system
1
Each
13476.00
6
( Rupees Four
Hundred Fifty
And Paise Nil
Only)
( Rupees Two
Thousand Five
Hundred Three
And Paise Nil
Only)
( Rupees One
Thousand Two
Hundred Fifty
Four And Paise
Nil Only)
( Rupees Thirteen
Thousand Four
Hundred Seventy
Six And Paise Nil
Only)
Total Rs.
Contractor
University Engineer
7
3150.00
2503.00
1254.00
13476.00
11041129.00
234
TENDER DOCUMENTS
VOLUME - III
TECHNICAL
SPECIFICATION
&
ARCHITECTURAL
DRAWING
Contractor
University Engineer
235
PART- [ A ] SCHEDULE - "C" FOR CIVIL WORK
ITEM
NUMBE
R
1
1
2
2
Cleaning the entire site of all the obstacles including cutting
down all shrubs , trees , grass plant roots including 5 metre
cleaning around building with entire area of building being
entirely removed before the comilimeterencement of the work
and also cleaning the site of all debris and labour hutments,
temporary shed , materials godown, water storage tank,
constructed for the purpose of the construction etc leveling in it
dry condition on site , disposing off unwanted materials as
directed by engineer in charge.
Block Excavation for foundation in earth soil of all sorts , sand ,
gravel , soft murum including dressing section to the required
grade and level or level given on drawing including all lifts and
leads , and conveying the excavated material up to 50 metre
distance from building face and stacking as directed by engineer
in charge.
a) by mechanical means
Page Number - 203
Contractor
SPECIFICATIO
N PAGE
NUMBER AND
ITEM NUMBER
ADDITIONAL WORDING TO
DESCRIPTION OF ITEM
3
Spec.NumberAs
directed by
engineer in charge.
4
Rate to include with 1 ) cutting of tree and
cleaning the site required for construction and
space required for other activities of
construction . 2) Contractor has to remove top
layer by bulldozzer in this same item rate.
Spec.Number
Rd . 2 Page
Number 180
Rate to include with 1 ) Disposal of excavated
material up to 50 metre from building face
towards direction of disposal . 2) size of block
excavtion shall be as per drawing and depth is
work out as per joint levels. 3 ) excavation in
laterite hard soil and soft murum intermixed
with pebbles of size .05 metre in both
direction.
Item Number -2
University Engineer
COMPAN
Y OR
SUPPLIER
NAME
FOR
EQUAL
PRICES.
5
-------
-------
236
1
3
4
2
Excavation for foundation in earth soil of all type , sand , gravel, soft
murum including removing the excavated material upto a distance of
50 metre beyond the building area and lift as specified , stacking and
spreading as directed including dewatering unless provided
elsewhere, preparing the bed for the foundation and necessary
backfilling, compacting by mechanical murum compactor, watering
including shoring and strutting etc. complete .( Lift up to 1.50 metre)
Page Number - 9
Item Number - 1 - A - i
Excavation for foundation in earth soil of all type , sand , gravel, soft
murum including removing the excavated material upto a distance of
50m. Beyond the building area and lift as specified , stacking and
spreading as directed including dewatering unless provided
elsewhere , preparing the bed for the foundation and necessary
backfilling, compacting by mechanical murum compactor , watering
including shoring and strutting etc. complete . ( Lift 1.50 m to 3.00
metre )
Page Number - 9
5
6
7
Page Number - 18
Item Number - 1 - A - d
Providing soling using 80 milimeter size trap metal in layers of 15
centimetre each including filling voids with sand , ramilimetering ,
watering etc complete.
Page Number - 11
Item Number - 5
Providing and laying in situ cement concrete in proporation M15 of
trap metal for foundation and bedding, inlcuding bailing out water
manually plywood / steel formwork, compacting and curing
complete.
Contractor
4
Rate to include with 1 ) back filling by excavated
soil in 15 centimetre to 20 centimetre layers
compacted by earth compactor with watering. 2 )
excavation in laterite hard soil and soft murum
intermixed with pebbles of size .05 metre in both
direction. 3 ) Excavation may be done with
mechanically or manually.4) Dewatering shall be
done by pump .5) Extra space required for work
space shall be considered in rate .
5
.-------
Spec.Number
Bd . A .1 Page
Number 259
Rate to include with 1 ) back filling by excavated
soil in 15 centimetre to 20 centimetre layers
excavation in laterite hard soil and soft murum
intermixed with pebbles of size .05 metre in both
direction. 3 ) Excavation may be done with
mechanically or manually.4) Dewatering shall be
done by pump . 5) Extra space required for work
space shall be considered in rate .
.-------
Spec.Number
Bd . E .1 Page
Number 287
Rate to include with 1 ) M 15 cement concrete
with 30% hand broken 80 milimeter size metal
layer by layerwith compaction . 2 ) Maximum
offset for plum concrete beyond PCC M 15 is 75
milimeter each face. 3) Extra space required for
work space shall be considered in rate .
.-------
Spec.Number
Bd . A .12 Page
Number 264
Rate to include with 1 ) compaction by heavy
ramilimeterer 2) filling sand in voids of metal .
.-------
Spec.Number
Bd . E .1 Page
Number 287
Rate to include with 1 ) Mix design M15 report
approved from structural engineer. 2) side
centering must be done at the time of casting. 3)
concrete shall be machine mixed and machine
vibrated.
.-------
Item Number - 1 - A - ii
Providing and laying in situ Plum cement concrete 30 % using 80
milimeter size hand broken metal in proporation M15 of trap metal
for foundation and bedding, including bailing out water manually
plywood / steel formwork, compacting and curing complete.
Page Number - 18
3
Spec.Number
Bd . A .1 Page
Number 259
Item Number - 1 -A - d
University Engineer
237
1
8
9
10
11
2
Providing and laying in Situ Cement concrete in proportion 1:3:6 of
trap metal for foundation and bedding, flooring, including bailing out
water, formwork,compacting and curing complete .
Page Number - 18
Item Number - 1- A-- c
Providing and casting in situ cement concrete M 25 of trap metal for
R.C.C work in foundation like raft, grillages, strips, foundations and
footings of R.C.C columns and steel stanchions etc. including bailing
out water , centering, plywood / steel formwork , compaction
,finishing and curing complete. ( Excluding reinforcement &
structural steel )
Page Number - 20
Item Number - 2 - b
R.C.C Column as per detailed design and drawings or as directed by
engineer in charge including centering ,plywood / steel formwork ,
compacting , roughening the surface if special finish is to be
provided and curing ( Excluding reinforcement & structural steel)
etc.complete.
Page Number - 21
Item Number - 3 - b
Providing preconstructional Anti termite treatment by treating the
bottom surface and the sides of excavation in soil with the plinth
beams at the rate of 5 Litre of emulsion concentrate of one percent
concentration of CHLRPYRIFOS 20 % F.C.ISI approved confirming
( I.S.8944 ) ( i.e.by diluting 5 litre of chlorpyrifos 20 % EC with 95
litre of water ) and spraying by high volumn sprayer per square
metre surface area with ten years guarentee bond as per I.S.6313 (
part II 1981 )
Page Number - 154
Contractor
3
Spec.Number
Bd . E .1 Page
Number 287
4
1) side centering must be done at the time of
casting. 3) concrete shall be machine mixed .
5
.-------
Spec.Number
Bd .F .3 Page
Number 298
Rate to include with 1 ) Mix design M 25 report
approved from structural engineer. 2) Steel or
new laminated plywood centering and formwork
must be used . 3) Simple Weigh batcher plant
may be used . 4 ) Plasticizer shall be used at
contractor cost. 5 ) precast concrete cover block
shall be used.
.-------
Spec.Number
Bd .F .5 Page
Number 300
contractor cost. 5 ) precast concrete cover block
shall be used.
.-------
Spec.Number
As directed by
Engineer
Incharge
Rate to include with 1 ) Item shall be got
executed from India pest control 2) proof of
quantity bring on site according to the ratio of
doses per square metre and valid bill shall be
submitted .3) videography at the time of
execution.4) If this liquid is not available in
market , Alternative liquid shall be used as
approved by University Engineer at contractors
cost after proof of not availability of this liquid
in market.
.-------
Item Number - 3
University Engineer
238
1
12
13
14
15
2
Providing preconstructional Anti termite treatment as per I.S.6313
(Part II) by treating the top surface of plinth filling at the rate of 5
liters of emulsion concentrate of 0.5 percent of HEPHOCLORE per
square meter of surface area covering 10 years guarentee .
Page Number - 120
Item Number - 44 ( Pune rigion )
R.C.C Beam and Lintel as per detailed design and drawings or as
directed by engineer in charge including centering ,plywood / steel
formwork , compacting , roughening the surface if special finish is to
be provided and curing ( Excluding reinforcement & structural steel)
etc.complete.
Page Number - 21
Item Number - 4 - b
R.C.C Slab and landing of all thickness as per detailed design and
drawings or as directed by engineer in charge including centering
,plywood / steel formwork , compacting , roughening the surface if
special finish is to be provided and curing ( Excluding reinforcement
& structural steel) etc.complete.
Page Number - 22
Item Number - 5 - b
R.C.C Waist Slab , steps, and parapet as per detailed design and
drawings or as directed by engineer in charge including centering
,plywood / steel formwork , compacting , roughening the surface if
special finish is to be provided and curing ( Excluding reinforcement
& structural steel) etc.complete.
Page Number - 23
Contractor
3
Spec.Number As
directed by
Engineer
Incharge
4
executed from India pest control 2) proof of
submitted .3) videography at the time of
execution.4) If this liquid is not available in
market , Alternative liquid shall be used as
approved by University Engineer at contractors
cost after proof of not availability of this liquid
in market.
5
.-------
Spec.Number
Bd .F .6 Page
Number 300
contractor cost . 5 ) precast concrete cover block
shall be used.6) heighted Centering / formwork
design shall got approved from structural
engineer.
.-------
Spec.Number
Bd .F .8 Page
Number 302
shall be used.6) heighted Centering / formwork
design shall got approved from structural
engineer.
.-------
Spec.Number
Bd .F .13 Page
Number 305
shall be used.
.-------
Item Number - 8 - b
University Engineer
239
1
16
17
18
19
20
2
R.C.C Pardi as per detailed design and drawings or as directed by
engineer in charge including centering ,plywood / steel formwork ,
etc.complete.
Page Number - 23
Item Number - 9 - b
R.C.C Chajja as per detailed design and drawings or as directed by
engineer in charge including centering ,plywwod / steel formwork ,
etc.complete.
Page Number - 22
Item Number - 6 - b
R.C.C Fins as per detailed design and drawings or as directed by
etc.complete.
Page Number -24
Item Number - 10 - b
R.C.C Canopy as per detailed design and drawings or as directed by
etc.complete.
Page Number - 23
Item Number - 7 - b
(a) Providing and placing PVC Cover blocks of required size at 1.50
metres centre to centre near the edge of each side and at centre when
the width is more than 75 centimetre to reinforcement to give a clean
cover of 40 milimeter to 65 milimeter from all sides as per I.S. 4562000 in R.C.C. Columns etc.complete.
Page Number - 25
Item Number - 15
Contractor
3
Spec.Number
Bd .F .11 Page
Number 304
4
shall be used.
5
.-------
Spec.Number
Bd .F .9 Page
Number 303
shall be used. 6) Window bottom loft portion
shall be paid in this item.
.-------
Spec.Number
Bd .F .16 Page
Number 306
must be used . 3 ) precast concrete cover block
shall be used.
.-------
Spec. Number
Bd .F .10 Page
Number 304
must be used . 3 ) precast concrete cover block
shall be used.
.-------
Spec. Number
As directed by
Engineer
Incharge
Rate to include with 1 ) proof of quantity bring
on site according to the quantity of work and
valid bill. 2) Joint measurements must be
required.3) Photography
.-------
University Engineer
240
1
21
22
23
2
(b) Providing and placing in position PVC Cover blocks of required
size at 90 centimetre centre to centre to each main bottom bars and to
stirrups at sides to give required clear cover from all sides as per I.S.
456-2000 in R.C.C. Beams etc.complete.
Page Number - 25
Item Number - 14
(c) Providing and placing PVC Cover blocks of required size at the
rate of 27 Numbers per 10 square metre to reinforcement to give
clear cover as per I.S. 456-2000 in R.C.C. Slab etc.complete.
Page Number - 24
Item Number - 13
Providing and fixing in position Fe 500 T.M.T.steel bar
reinforcement of various diameter for R.C.C.pile caps, footings,
foundations , slabs, beams, columns, canopies, staircases, newels,
chajjas, lintels, pardies, copings,fins,arches, sills etc and like as per
detailed design , drawing and schedule or as directed including
cutting, bending , hooking the bars , binding with wire of approved
quality and gauge or tack welding and supporting as required , steel
wire brushing ,etc complete.
Page Number - 24
Item Number - 11 b
Providing laterite stone masonry in cement mortar 1:6 in foundation
and plinth including striking joints on the unexposed faces and
watering complete.
Page Number - 32
Item Number -8
Filling in plinth and floors of buildings , plinth protection, site
development work with approved excavated material in 15
centimetre to 20 centimetre layers including conveying the material
with all leads and lift including watering and compaction with earth
compactor in layers 15 centimetre to 20 centimetre , all lifts , etc
complete.
Page Number -11
Contractor
3
Spec.Number
As directed by
Engineer
Incharge
4
required. 3) Photography
5
.-------
Spec.Number
As directed by
Engineer
Incharge
required. 3) Photography
.-------
Spec.Number
Bd .F .17 Page
Number 306
Rate to include with 1 ) wire brushing if steel is
corroded.
2) Joint measurements must be
required.3) welding shall be done if diametre of
bar is more than 25 milimeter. 4) Galvanised iron
binding wire may be used.
Tata ,
Shirdi ,
SAIL or
equivalent
approved
brand by
University
and
structural
Engineer
Spec.Number
Bd .H .22 Page
Number 337
Rate to include with 1 ) good quality approved
laterite stone
2) mortar Joint between two
laterite stone is maximum 15 milimeter.
laterite
mines
approved
by
engineer in
charge.
Spec.Number
Bd .A .10 Page
Number 262
Rate to include with 1 ) Excavated soil may be
used in 15 centimetre to 20 centimetre layers
Rate to include with all leads , and all lifts . Extra
rate for lead shall not be paid . 3 ) Conveyance of
material shall be from excavation material stuff
to working place with loading and unloading.
.-------
Item Number - 3
University Engineer
241
1
24
2
Filling in plinth and floors of buildings , plinth protection , site
development work with contractors murum in 15 centimetre to 20
centimetre layers including all leads watering and compaction with
earth compactor in layers 15 centimetre to 20 centimetre complete.
3
Spec.Number
Bd .A .11 Page
Number 263
4
Rate to include with 1 ) murum shall be laid in
15 centimetre to 20 centimetre layers compacted
by earth compactor with watering. 2 ) Rate to
include with all leads , and all lifts . Extra rate
for lead shall not be paid . 3 ) Royalty challon
must be required.
5
.-------
25
Page Number - 11
Item Number - 4
Providing laterite stone masonry in cement mortar 1:6 in
superstructure including racking out joints where plastering is to be
done watering and scaffolding complete.
Spec.Number
Bd .H .23 Page
Number 337
laterite stone
laterite
mines
approved
by
engineer in
charge.
26
Page Number - 32
Item Number -9
Providing 150 milimeter wide laterite stone masonry in cement
mortar 1:6 in superstructure including bailing out water,striking out
joints on exposed faces,scaffolding, and watering complete.
Spec.Number
Bd .H .23 Page
Number 337
laterite stone
laterite
mines
approved
by
engineer in
charge.
Spec.Number
Bd .H .23 Page
Number 337
Rate to include with 1 ) hard good quality
approved laterite stone from vijaydurg / devgad
mines 2) Horizontal & Vertical Joint between
two laterite stone is as per drawing 3) Proof of
laterite stone from vijaydurg / Devgad ( Royalty
Challon )
vijaydurg /
devgad
laterite
mines
approved
by
engineer in
charge.
Spec.Number
Bd .E .3 & 5
Page Number
288 & 290
Rate to include with 1 ) Read Reinforced
concrete instead of plain ceement concrete 2)
Steel or new laminated plywood centering and
formwork must be used . 3) Shape and size shall
be as per drawing 4 ) precast concrete cover
block shall be used. 5) Projected sill or coping
.-------
27
28
Page Number - 32
Item Number - 1 ( new )
Providing and laying 150 milimeter wide selected approved red
colour electric machine cut exposed laterite stone for cladding and
finished front side by grinder after laying , dressing remaining sides
before laying , providing headers as per drawing , bringing laterite
from Devgad / Vijaydurg mine quarry , fixing laterite stone in
cement mortar 1:6 in superstructure including bailing out water,
Horizontal & Vertical Joint between two laterite stone is as per
drawing , scaffolding, and watering etc complete as directed by
Engineer-In-Charge .
Page Number - 32
Item Number -1 ( new )
plain or moulded or chamfered coping , Sills , jambs, block in
course, cornice or architraves of required size and shapes including
centering, formwork, compacting, roughening them if special finish
is to be provided and curing etc.complete
Page Number - 18 / 19
Contractor
Item Number - 3 / 5
University Engineer
242
1
29
30
31
32
33
2
Providing internal cement plaster 20 milimeter thick in two coats in
cement mortar 1:4 without neeru finish to concrete, stone surface, in
all positions including racking out joints , scaffolding ,providing
groove at joints of stone masonary and concrete members and curing
complete .
Page Number - 38
Item Number - 8
Providing grooved pointing as per drawing with cement mortar 1:3
to stone masonary including scoffolding and curing complete.
Page Number -43
Item Number - 16
Providing chases of size 35 milimeter x 25 milimeter by mechanical
means in 150 milimeter wide grinder finish laterite cladding as per
drawing including scoffolding , cutting chases by cutter , fine
dressing by chiselling , and curing complete.
a) Lower Ground , Ground , First , Second and Third Floor
Spec.NumberAs directed by engineer in charge.
Providing internal cement plaster 12 milimeter thick in single coat in
cement mortar 1:3 without neeru finish to concrete slab ceiling and
internal beams , soffit of waist slab , stone surface, in all positions
including racking out joints , scaffolding ,curing complete .
Page Number - 41
Item Number -2 b
Providing and fixing chicken mesh jali of 24 gauge at the junction of
two differant material componant at the time of plastering to prevent
cracking in plaster surface as and where directed at all floor with all
leads and lifts including fixing jali with steel nails etc complete.(
Width of mesh 150 milimeter )
Page Number - 40
Contractor
3
Spec.Number
Bd .L .4 Page
Number 368
4
Rate to include with 1 ) Khasaba sand shall be
used for finish coat 2) Sand should be washed
and screened before using 3) double scaffolding
shall be used .4) Mortar shall be mixed in mortar
mill
5
.-------
Spec.Number
Bd .L .15 Page
Number 372
Rate to include with 1 )pointing shall be done as
per drawing and as directed by Architect 2 )
Khasaba sand shall be used for finish coat 3)
Sand should be washed and screened before
using 4) double scaffolding shall be used .
.-------
Spec.Number
As directed by
engineer
Incharge
Rate to include with 1 ) cutting chases in line and
level as per drawing and as directed by Architect
2 ) double scaffolding shall be used .
.-------
Spec.Number
Bd .L .2 Page
Number 367
and screened before using 3) double scaffolding
mill
.-------
Spec.Number
As directed by
engineer
Incharge
Rate to include with 1 ) 150 milimeter wide
chicken mesh 2) Steel nails for fixing jali in
concrete and regular nails for fixing jali in
masonary. 3) proof of gauge 4) Joint inspections
shall be done before plastering work start 5 )
Videography of fixing chicken mesh of all rooms
.-------
Item Number - 5
University Engineer
243
1
34
36
37
38
2
Providing sand face plaster externally in two coats using approved
screened and washed sand in all positions , including providing base
coat of 15 milimeter thick in C.M. 1:4 mixing approved water
proofing compound at the rate of 1 kg.per 50 kg of cement and
curing the same for not less than 2 days and keeping the surface of
the base coat rough to receive the sand faced treatment 8 milimeter
thick in C.M. 1:4 and finishing the surface by taking out grains and
curing for fourteen days including preparing the surface, watering ,
and scaffolding etc.complete.
Page Number - 42
Item Number - 6
Providing and laying waterproof cement concrete flooring 50
milimeter thick with 1:1.5:3 cement concrete laid to proper level and
slope in alternate bays including compaction filling joints, marking
lines to give appearance of tiles of 300 x 300 milimeter or other size
laid diagonally / square etc neat finishing smooth and using
waterproofing Liquid @ 0.20 Litre per 50 kg bag of cement ( with
extra cement ) in any colour with adding pigment for exposed
concrete , covering 7 years gaurentee on stamp papers where
concrete is used for waterproofing as directed and curing complete.
Page Number - 47
Item Number - 10 b
Providing and applying 20 milimeter thick waterproof cement
plaster mixed with water proofing liquid in cement mortar 1:3
proportion with 20 milimeter thick layer including curing, finishing,
usign approved water proofing liquid at rate of 0.20 litre per 50 kg of
cement , scaffolding , covering 7 years gaurentee on stamp
papers,etc complete.
Page Number - 38
Item Number - 8
Providing waterproofing in W.C.,bath , toilet, looby including brick
bat coba in all position consisting of specilised materials as per IS
standard and covering 7 years gaurentee on stamp paper including all
leads , lifts etc complete.
Page Number - 38
Contractor
3
Spec.Number
Bd .L .7 Page
Number 369
4
and screened before using 3) highted scaffolding
mill 5) Algiproof plastcizer shall be used @ 150
ml per bag of cement instead of powder .
5
Water
prrof liquid
- Algiproof
plastcizer
Spec.Number
Bd .M .6 Page
Number 381
Rate to include with 1 ) 72 hours water test shall
be taken for toilet and bath and W.C. 2) For
exposed concrete flooring , concrete surface
shall be marked with lines and colour pigment
shall be added . 3) Gaurentee of 7 years shall be
given for bath , W.C.and toilet . 4) Algiproof
plastcizer shall be used @ 150 ml per bag of
cement instead of powder for waterproofing .
Water
proof
liquid Algiproof
plastcizer
Spec.Number
As directed by
Engineer
Incharge
be taken for toilet and bath and W.C. 2)
Gaurentee of 7 years shall be given . 3)
Algiproof plastcizer shall be used @ 150 ml per
bag of cement instead of powder for
waterproofing .
Water
proof
liquid Algiproof
plastcizer
Spec.Number
As directed by
Engineer
Incharge
waterproofing .
Water
proof
liquid Algiproof
plastcizer
Item Number - 9
University Engineer
244
1
39
40
41
2
Providing and laying water proofing treatment of 112 milimeter
average thickness Consisting of 12 milimeter thick layer in cement
mortar 1:3 with water proofing compound at the rate of 0.20 litre per
bag of cement as base, constructing and laying brick bat coba in
cement mortar 1:5 with waterproofing liquid at the rate of 0.20 litre
per bag of cement and having average thickness of 80 milimeter and
finishing with 20 milimeter cement plaster layer in cement mortar
1:3 with approved water proofing liquid at the rate of 0.20 litre per
cement bag, including all lead, lifts and laid to proper slope to drain
of water entirely inlcuding watta at the junction of parapet and work
upto a height of 300 milimeter or as directed and, including
finishing the top layer of water proofing treatment with false
marking of 30 x 30 centimetre or as directed and covering the whole
treatment with seven years guarantee on requisite stamp paper etc.
complete.
Page Number -37
Item Number - 5
Providing and laying Vitrified mat finish tiles of size 590 milimeter
to 605 milimeter x 590 milimeter to 605 milimeter of 10 milimeter
thickness and confirming to IS 15622-2006 ( Group B la ) of
approved make , shade and pattern , for flooring in required position
laid on a bed of cement mortar 1:4 including joint filling with white/
gray cement slurry , rubbing, cleaning, watering, as directed, etc.,
complete. ( Note - Water absorption should not be more than 0.05 %)
Page Number - 61
Item Number - 54 - B - a
Providing and laying Vitrified Rustic matt stone finish tiles of size
590 milimeter to 605 milimeter x 590 milimeter to 605 milimeter of
10 milimeter thickness and confirming to IS 15622-2006 ( Group B
la ) of approved make , shade and pattern , for flooring in required
position laid on a bed of cement mortar 1:4 including joint filling
with white/ gray cement slurry , rubbing, cleaning, watering, as
directed, etc., complete. ( Note - Water absorption should not be
more than 0.05 % )
Page Number -61
Item Number - 54 - C - a
Contractor
3
Spec.Number
As directed by
Engineer
Incharge
4
waterproofing .
5
Water
proof
liquid Algiproof
plastcizer
Spec.Number
As directed by
Engineer
Incharge
Rate to include with 1 ) Spacer 3 milimeter wide
with joints filling with epoxy sealent. ( in case
paper joint tiles , spacer and sealent is not
necessary . 2) matching colour pigment shall be
used for joint filling. 3) Mat finish tiles shall be
used 4) Basic rate of tiles is as per
D.S.R.material list rate +/ - tender premium.
RAK /
KAJARIA
/ NITCO /
JHONSON
Spec.Number
As directed by
Engineer
Incharge
RAK /
KAJARIA
/ NITCO /
JHONSON
University Engineer
245
1
42
43
44
45
2
Providing and laying Vitrified mat finish tiles of size 590 milimeter
to 605 milimeter x 590 milimeter to 605 milimeter of 10 milimeter
thickness and confirming to IS 15622-2006 ( Group B la ) of
approved make , shade and pattern , for dado and skirting in
required position fixed on cement mortar 1:4 plaster including joint
filling with white/ gray cement slurry , rubbing, cleaning, watering,
as directed, etc., complete. ( Note - Water absorption should not be
more than 0.05 % )
Page Number -61
Item Number - 54 - B - b
Providing and laying Vitrified Rustic matt stone finish tiles of size
590 milimeter to 605 milimeter x 590 milimeter to 605 milimeter of
10 milimeter thickness and confirming to IS 15622-2006 ( Group B
la ) of approved make , shade and pattern , for dado and skirting in
required position laid on a bed of cement mortar 1:4 including joint
filling with white/ gray cement slurry , rubbing, cleaning, watering,
as directed, etc., complete. ( Note - Water absorption should not be
more than 0.05 % )
Page Number -61
Item Number - 54 - C - b
Providing and laying Antiskid Ceramic tiles of approved quality of
company having size 300 milimeter x 300 milimeter and 8 milimeter
thickness and confirming to IS 15622-2006 ( Group B IIA ) of
approved make , shade and pattern , for Flooring in required
position laid on a bed of cement mortar 1:4 including joint filling
with white/ gray cement slurry , rubbing, cleaning, watering, as
directed, etc., complete.
Page Number -61
Item Number - 2
Providing and laying ceramic tiles of approved quality and size and
pattern for skirting and dado in required position with ready made
adhesive mortar of approved quality in required position after
making the wall portion in level in plaster of cement mortar 1:4
including joint filling with white / colour cement slurry , cleaning ,
curing etc complete.
Size of tiles 300 milimeter x 600 milimeter
Page Number - 49
Item Number -16 a
Contractor
3
Spec.Number
As directed by
Engineer Incharge
4
Rate to include with 1 ) matching colour
pigment shall be used for joint filling. 2) Mat
finish tiles shall be used 3) Basic rate of tiles is
as per D.S.R.material list rate +/ - tender
premium.
5
RAK /
KAJARIA /
NITCO /
JHONSON
Spec.Number
As directed by
Engineer Incharge
pigment shall be used for joint filling. 2) Mat
finish tiles shall be used 3) Basic rate of tiles is
as per D.S.R.material list rate +/ - tender
premium.
RAK /
KAJARIA /
NITCO /
JHONSON
Spec.Number
BDM . 13 Page
Number 386
ASIAN /
KAJARIA /
NITCO
Spec.Number
BDM . 13 Page
Number 386
pigment shall be used for joint filling. 2) 300
milimeter x 600 milimeter tiles is used instead of
300 milimeter x 300 milimeter 3) Basic rate of
tiles is as per D.S.R.material list rate +/ - tender
premium.
ASIAN /
KAJARIA /
NITCO
University Engineer
246
1
46
47
48
49
50
2
Providing sill and jambs of approved pattern green marble stone slab
18 milimeter to 20 milimeter thick of approved quality , vein and
colour with machine polishing on a bed of cement mortar 1:4
including neat cement float , joint filling with white cement slurry to
match colour of stone marble , inside and out sides edges of marble
rounding as per drawing , polishing edges , cleaning , watering , as
directed etc., complete.
Page Number - 52
Item Number - 27 - b - i
Providing and fixing granite stone slab of best quality to flooring of
approved colour and feature 18 millimeter to 20 millimeter thick in
required position with ready made adhesive mortar of approved
quality including joint filling with coloured cement slurry cleaning ,
moulding , curing etc., complete.
Page Number -58
Item Number - 43 a
Providing and fixing machine cut machine polished 18 millimeter to
20 millimeter thick approved colour granite stone slab for tread and
risers of steps and staircases of approved colour and shade with full
rounding edges and three grooved line for the tread on bed of 1:4
cement mortar including making holes for railing and finishing hole
after railing fixing , filling joints with neat cement slurry , curing ,
polishing and cleaning etc complete.
Page Number - 46
Item Number - 15
Providing and fixing powder coated aluminium fully glazed doors
including door frame with powder coating , 5 milimeter thick.sheet
glass , floor spring at bottom , powder coated slide rule , necessary
fixtures and fastenings , E.P.D.M.gasket as per IS standard and
detailed drawing etc complete .
Page Number - 97
Item Number - 22
Providing and fixing collapsible steel gate in two leaves with channel
pickets, pivoted flat bars, including top and bottom guide rollers,
stoppers, hanldes, all fittings and accessories, locking arrangment
and applying one coat of red lead primer and two coat of synthetic
enamel paint etc. complete.
Page Number - 103 /68
Item Number - 33 /18
Contractor
3
Spec.Number
BDM .31
Page Number 392
4
pigment shall be used for joint filling. 2) edges
shall be rounded as per drawing with polishing
3) gap between frame and marble shall be filled
up with sealent.
5
.-------
Spec.Number
As directed by
Engineer Incharge
Telephone
black jet /
Cat bary
brown /
RBI Red
Spec.Number
As directed by
Engineer Incharge
3) groove shall be provided in riser as per
drawing
Telephone
black jet /
Cat bary
brown /RBI
Red
Spec.Number
As directed by
Engineer Incharge
Rate to include with 1 ) Heavy duty fixtures and
fastenings shall be used . 2) 15 micron powder
coating shall be done 3) floor spring shall be
provided
Jindal
medium
sections
Spec.Number
As directed by
Engineer Incharge
Rate to include with 1 ) Zinc chromate primer
shall be used.
Apex / Ass
/ Berger
University Engineer
247
1
51
52
53
54
2
Providing and fixing Tata kinfast hot deep cold rolled steel hallow
pressed door frame made out from 16 gauge sheet with hot deep
galvinised coating as per drawing and design of following size
including fixing frame in masonary by hold fast, filling hollow
section by M 20 grade concrete, stainless steel hinges with
machine screw, fixing inside steel flat 25 milimeter x 3 milimeter
at hinges position with welding , CO2 welding , steel flat at
bottom , grinding after welding , spray painting with one coat of
red primer and two coats of approved make synthetic enamal paint
etc complete.
Providing and fixing M 25 grade Tufframe make ready made
concrete frame with design confirming to I.S.6524 - 1983 having
6 milimeter dia.bars 3 nos.and stirrup @ 250 milimeter c/c and
fixing in wall with 6 nos.of hold fast of 12 milimeter dia.bars 500
milimeter long including polymer box for fixing hinges , painting
with one coat of primer and two coats of wood finish synthetic
enamel paint etc complete.
Providing and fabricating Tubular and square pipe hallow steel
work for parapet , library window grill and staircase railing as per
detailed design and drawings or as directed including cutting ,
fabricating , hoisting , erecting , fixing in position , making
welded connection , grinding after welding and cleaning with rust
gone primer and spray painting with one coat of anti corrosive
primer and two coat of synthetic enamel paint etc complete.
Page Number - 17
Item Number -1
Providing and fixing in position approved coloured powder coated
aluminium section sliding window ( I. S. code 1868 / 1982 ) of
three track with bottom track section 92 x 31.75 x 1.30 milimeter
the weight 1.07 kilogram / metre top and side track section 92 x
31.75 x 1.30 milimeter at weight 0.933 kilogram / metre . The
shutter should be bearing bottom 40 x 18 x 1.25 milimeter at
weight 0.417 kilogram / metre interlocking sections 40 x 18 x 1.25
milimeter at weight 0.469 kilogram / metre and handle section 52
x 18 x1.13 milimeter at weight 0.488 kilogram / metre and top
section 40 x 18 x 1.25 milimeter at weight 0.417 kilogram / metre
as per detailed drawing and as directed by engineer in charge with
all necessary aluminium sections , fixtures and fastenings such as
heavy duty imported roller bearing , E.P.D.M.gasket , self locking
catch fitted in vertical section of shutter including 5 milimeter
thick plain glass with all requried screw and nuts etc. complete .
Page Number - 111
Contractor
3
Spec.Number
As directed by
Engineer Incharge
4
Rate to include with 1 ) One sample to be
got approved from Architect and University
engineer 2 ) Zinc chromate primer shall be
used. 3) proof of using tata kinfast hallow
frame and gauge of frame.
5
One of the
manufacturures for
equal prices - Shri pant
Industries , Islampur.
Ph.Number9422409867
Spec.Number
As directed by
Engineer Incharge
Rate to include with 1 ) Cleaning before
painting 2 )Covering with plastic paper 3)
Apex synthetic enamel paint
One of the
manufacturures for
equal prices Mahalaxmi Enterprises
, Kolhapur.
Ph.Number9860657067
Spec.Number
As directed by
Engineer Incharge
Rate to include with 1 ) Cleaning before
painting 2 ) Chases , drilling work finished
in surrounding plaster 3) Covering with
plastic paper 3) Apex synthetic enamel paint
Tata or Zenith sections
Primer - Zinc Chromatc
Paint - Apex, Ass.
Berger
Spec.Number
BD.T .98 D Page
Number nil
Rate to include with 1 ) Heavy duty fixtures
and fastenings shall be used . 2) 15 micron
powder coating shall be done 3)
E.P.D.M.Shall be used 4) gap between frame
and marble shall be filled up with sealent.5)
Proof of using Jindal medium sections
Jindal medium sections
Item Number - 55 d
University Engineer
248
1
55
56
57
58
2
Providing and fixing in position approved coloured powder coated
aluminium section sliding window ( I. S. code 1868 / 1982 ) of two
track with bottom track section 61.85 x 31.75 x 1.20 milimeter the
weight 0.695 kilogram / metre top and side track section 61.85 x
31.75 x 1.00 milimeter at weight 0.417 kilogram / metre . The
shutter should be bearing bottom 40 x 18 x 1.25 milimeter at weight
0.417 kilogram / metre . interlocking sections 40 x 18 x 1.10
milimeter at weight 0.469 kilogram / metre and handle section 52 x
18 x1.13 milimeter at weight 0.488 kilogram / metre . and top
section 40 x 18 x 1.25 milimeter at weight 0.417 kilogram / metre .
as per detailed drawing and as directed by engineer in charge with
all necessary aluminium sections , fixtures and fastenings such as
heavy duty imported roller bearing , E.P.D.M.gasket and self
locking catch fitted in vertical section of shutter including 5
milimeter thick plain glass with all requried screw and nuts etc.
complete .
Page Number - 110
Item Number - 54 d
Providing and fixing in position aluminium louvered window /
ventilators of various sizes with powder coating as per detailed
drawing and design and specifications including aluminium frame
80 x 38 milimeter box type 5 milimeter thick sheet glass louvered
clips / rubber plain P.V.C.gasket of approved quality etc complete as
directed by Engineer in charge
Page Number - 104
Item Number - 37
Providing and fixing spray synthetic enamel painted mild steel grill
work for windows, ventilators etc. 15 kilogram / square metre as per
drawing including fixtures , necessary welding , matching coloured
painted screw , spray painting with one coat of anti corrosive primer
and two coats of synthetic enamel paint etc complete.
Item Number -1 / 18
Add for extra weight or deduct for less weight per square metre over
Item Number 57 for fabricating , cutting , welding , fixing in
position etc. mild steel for grill works of window and ventilator ,
spray painting with one coat of anti corrosive primer and two coats
of synthetic enamel paint etc complete.
Page Number - 132
Item Number -2
Contractor
3
Spec.Number
BD.T .98 C Page
Number nil
4
coating shall be done 3) E.P.D.M.Shall be used
up with sealent..5) Proof of using Jindal medium
sections
5
Jindal
medium
sections
Spec.Number
As directed by
Engineer Incharge
coating shall be done 3) E.P.D.M.Shall be used
up with sealent. .5) Proof of using Jindal
medium sections
Jindal
medium
sections
Spec.Number
BD.U .1
Page Number 537
shall be used. 2) Apex synthetic enamel paint
Paint Apex / Ass /
Berger.
PrimerZinc
Chromatc
Spec.Number
BD.U .1
Page Number 537
shall be used. 2) Apex synthetic enamel paint 3)
Each grill weight per square metre shall be
recorded .
Paint Apex / Ass /
Berger
University Engineer
249
1
59
60
61
62
2
Providing and fixing crimped wire Galvinised weld mesh of size 20
milimeter x 20 milimeter x 10 gauge to angle frame with intermediat
tee sections for windows as per drawing including all fixtures and
fastening , necessary welding , aluminum screw , mesh fixing by flat
20 x 3 milimeter to angle and spray painting with one coat of anti
corrosive primer and two coats of synthetic enamel paint etc
complete.
Page Number - 136
Item Number - 74
Providing & fixing 25 milimeter thick ghana teak wood shutter
frame with 8 milimeter thick both side plywood shutter with both
side 1 milimeter thick laminate fixing in single or double leaf for
door as per detailed drawing and design with or without glazing
shown on the drawing or as directed all necessary beads ,moulding ,
teak wood lipping , Wrough iron hold fast , Heavy duty brass
fixtures and fastenings , brass screw , finishing beading with oil paint
, nails , fevicol as directed by Engineer-In-Charges etc completed.
3
Spec.Number
As directed by
Engineer Incharge
4
shall be used. 2) Apex synthetic enamel paint
5
Paint Apex / Ass
/ Berger.
PrimerZinc
Chromatc
Spec.Number
As directed by
Engineer Incharge
Rate to include with 1 ) Well seasened ghana
teak wood . 2) plywood fixed with nails and
fevicol 3) laminate fixed with fevicol or SR
chemical 4) Teak wood beading as per drawing
5) synthetic enamel paint to wood work. 6)
finished sizes are given on drawings.
Providing and fixing 30 milimeter thick waterproof flush shutter in
single leaf of exterior grade as per detailed drawings or as approved
1 milimeter thick laminate on both faces with or without glazing , all
necessary beads , moulding and lipping , stainless steel fixtures and
fastenings and finishing the wood work with one coat of primer and
two coats of synthetic enamel paint etc complete.
Providing & fixing 24 gauge plain aluminium sheet on the face of
door shutter including cutting to required size and fixing by screw
including making good the damaged if any to door shutter and frame
etc complete as directed by or as per detailed drawing.
Page Number - 101
Item Number - 28
Spec.Number
BD.T .34
Page Number 499
Rate to include with 1 ) good quality flush
shutter . 2) 32 milimeter thickness is with
laminate 3) laminate fixed with fevicol or SR
chemical 4) Teak wood beading as per drawing
5) synthetic enamel paint to wood work.
plywood Greenply /
Century /
Duro
Laminate Greenlam /
Royal touch
/ Duro
Brass
fittings and
fixtures Vijayan /
shagun /
bharat
flush
shutter century /
green ply /
Duro
Spec.Number
As directed by
Engineer Incharge
measurements shall be paid as per aluminium
sheet size fixed on shutter
Contractor
University Engineer
.--------
250
1
63
64
65
66
67
68
69
2
Providing & fixing 25 milimeter to 30 milimeter thick both side
polished verticle partition of polished black kaddappa stone of
approved shape , quality for platform including anchoring in wall ,
cutting holes for piping , fixing in cement mortar 1:3 , curing and
Page Number - 62
Item Number - 28
Providing and fixing 40 milimeter thick One side polished horizontal
black kaddappa stone for topping of approved shape for platform
including anchoring in wall , cutting holes for piping and sink ,
counter basin , fixing in cement mortar 1:3 , making good damaged
portion , curing and cleaning etc complete.
Page Number -53
Item Number - 29
Providing and fixing in position 18 milimeter to 20 milimeter thick
black jet polished granite stone slab for platform topping including
fixing in cement mortar 1:4 , cutting holes for piping and basin , full
rounding edges , fixing in arelite, curing etc complete.
Page Number -58
Item Number - 43 a
Providing and fixing in position partition of polished granite stone
slab and side patti of required thickness including making groove in
wall / concrete surface , filling joints with slurry , rounding full
edges , making good damaged portion, polishing edges , curing ,
Page Number -58
Item Number - 43 b
Providing & fixing in position partition of both side polished granite
stone of required thickness including making groove in wall /
concrete surface , filling joints with slurry , curing , polishing ,
rounding full edges , cleaning etc complete.
Page Number -58
Item Number - 45
Providing wall care putty finished of approved make to plastered
surfaces ( wall and ceiling ) including scaffolding etc complete.
Page Number - 44
Item Number -21
Providing and applying Washable Oil bound distemper of approved
colour, shade and quality to plastered surface, in two coats including
scaffolding , base priming coat, preparing the surfaces etc.complete.
As directed by Engineer-In-Charge.
Item Number - 9 / 10
Contractor
3
Spec.Number
BD.M .35
Page Number 393
4
Rate to include with 1 ) coin fixed with arelite .
2) anchoring in bottom flooring
3) same
thickness kaddappa is to be required
5
.--------
Spec.Number
As directed by
Engineer Incharge
2) anchoring in side wall 3) same thickness
kaddappa is to be required
.--------
Spec.Number
As directed by
Engineer Incharge
2) anchoring in side wall 3) Edges shall be full
rounded with polishing
.--------
Spec.Number
As directed by
Engineer Incharge
.--------
Spec.Number
As directed by
Engineer Incharge
.--------
Spec.Number
BD.L .23
Page Number nil
Rate to include with 1 ) Rouding edges as per
plaster
2) measurements will be as per
plastering measurements. 3) Ready made putty
shall be used
J.K.White /
Birla white
Spec.Number
BD.P .5
Page Number 413
Rate to include with 1 ) base primer coat
2)
double scaffolding shall be used . 3) emery stone
application before painting
4) highted
scaffolding shall be used
Tractor
distemper /
Utsav
University Engineer
251
1
70
71
2
Providing and applying weather proof exterior 100 % acrylic
polymer based emulsion paint of approved colour and shade to the
plastered surface in two coats including scaffolding , preparing the
surface to receive paint and aplying putty etc complete ( including
primer coat ) Apex Ultima from Asian paints or Excel from Nerolac
Paints ) Warrentee of five years shall be obtained from
manufactureres )
Page Number - 72
Item Number - 10
Providing and fixing of colour coated Zincalume ® AZ150 (Min 150
gms/ sq.mt. total on each sides) profiled sheets for roofing. The feed
material is manufactured out of TCT), metallic hot dip coated with
Aluminium-Zinc alloy (55%Hi-strength steel with min. 550 MPa
yield strength,nominal 0.45milimeter Base Metal Thickness (BMT)
(0.5 milimeter aluminiumilimeter 43.4% zinc 1.6% silicon) with
COLORBOND (R) steel quality super durable polyster paint coat
(with inorganic pigment). The paint shall have a total coating
thickness of noiminal 35 um, comprising of nominal 25 um exterior
coat on top surface and nominal 10 um reverse coat on back surface.
Profile sheet shall have nom. 950 -1050 milimeter effective cover
width and nominal 25-30 milimeter deep ribs with subtle square
fluting in the five pan at nominal 180-250 milimeter centre-to-centre.
The end rib shall be designed for anti-capillary groove & return leg.
The feed material should have coil manufacturer's product details
marked at regular interval. Including fasteners with min. fastened
with min. 25 um Zinc-Tin alloy coated, Hex head, self-drilling screw
etc. complete. (Weight of profile 4.52 Kg/ m2) Page Number - 85
Item Number - 1
Contractor
3
Spec.Number
As directed by
Engineer
Incharge
4
Rate to include with 1 ) Water base primer coat
2) highted scaffolding shall be used . 3) emery
stone application before painting . 4) colour
chemical composition shall be suit for coastal
zone
5
Ultima of
Asian /
Berger
Spec.Number
As directed by
Engineer
Incharge
Rate to include with 1 ) lapping as per standard
2 ) 65 milimeter ht.self tapping screw 3) sample
to be got approved from university enginner and
architect
4) Test reports from approved
laboratory.
Tata
Bluescope Trimdeck /
Durashine
University Engineer
252
1
72
73
2
Providing and fixing of colour coated Zincalume (R) AZ150 (Min
150 gms/ sq.mt. total on each sides) profiled sheets for roofing. The
feed material is manufactured out of nominal 0.45milimeter Base
Metal Thickness (BMT) (0.5 milimeter TCT), Hi-strength steel with
min. 550 MPa yield strength,metallic hot dip coated with
Aluminium-Zinc alloy (55% aluminiumilimeter 43.4% zinc 1.6%
silicon) with COLORBOND (R) steel quality super durable polyster
paint coat (with inorganic pigment). The paint shall have a total
coating thickness of noiminal 35 um, comprising of nominal 25 um
exterior coat on top surface and nominal 10 um reverse coat on back
surface. Profile sheet shall have nom. 950 - 1050 milimeter effective
cover width and nominal 25-30 milimeter deep ribs with subtle
square fluting in the five pan at nominal 180-250 milimeter centreto-centre. The end rib shall be designed for anti-capillary groove &
return leg. The feed material should have coil manufacturer's product
details marked at regular interval. Including fasteners with min.
fastened with min. 25 um Zinc-Tin alloy coated, Hex head, selfdrilling screw etc. complete. (Weight of profile 4.52 Kg/ Sqm )
a) 301 milimeter to 600 milimeter girth (Surface Width)
Page Number - 85
Item Number - 2
Providing structural steel work in Mild steel tubular hallow
rectangular / square sections , gusset plates , insert plates , fastening
bolts , flats of approved make as per detailed design and drawing or
as directed , including cutting , fabricating, hoisting, erecting, fixing
in position, making riveted / bolted / welded connection and cleaning
with rust gone primer and spray painting with one coat of anti
corrosive primer and two coat of synthetic enamel paint etc
complete. including all lifts & leads . ( Nuts and bolts shall be paid in
this item on actual weight basis )
Page Number - 17
Item Number - 1
Contractor
3
Spec.Number
As directed by
Engineer
Incharge
4
Rate to include with 1 ) lapping as per standard
2 ) 65 milimeter ht.self tapping screw 3) sample
to be got approved from university enginner and
architect
4) Test reports from approved
laboratory. 5) Matching profile for ridge as per
roof sheeting
5
Tata
Bluescope Trimdeck /
Durashine
Spec.Number
As directed by
Engineer
Incharge
Rate to include with 1 ) Rate to include with
inserts plates , fastening bolts , nuts and bolts 2 )
thickness of pipe shall be as per drawing 3) Proof
for brand or company with quantity. 4) Test
reports from approved laboratory.
Tata /
Zenith
University Engineer
253
1
74
75
76
77
78
2
Providing Hot deep Galvanized coating 66 microns before synthetic
enamel painting to Tubular and hallow steel work in trusses, other
similar trussed purlins and members with all bracing , gusset plates ,
inserts plates in slab, chajja, columns, fastening bolts, and chanels,
angles, window and ventilator grill, railings etc. as per detailed
design and drawings or as directed including cutting, pipe ends
closed, fabricating, to and fro transpotation to fabrication yard to
factory where coating is to be done and factory to site, hoisting,
erecting, fixing in position, making bolted / welded connection and
touch up galvanized coating on site etc complete including all lifts &
leads.( Nuts and bolts weight shall be paid at actual )
Providing and fixing 12 millimeter thick bison board decorative
ready made eaves board as approved by engineer in charge 20
centimeter wide and 12 millimeter thick, including Mild steel flats
50 x 8 millimeter at 0.9 meter centre to centre welded to purlin,
fixing eaves board with nuts and bolts, heighted scaffolding , and
painting with one coat of primer and two coats of synthetic enamel
paint etc complete including all lifts and leads. ( Note : Sample to be
approved from University Engineer / Architect before use )
Providing expansion joints in R.C.C.framed structure ( exterior
column ) with plain permoulded filler 25 milimeter thick and 3
milimeter thick aluminum plate , hold fast , fixing T.W.battens on
internal face , finishing etc complete as directed.
Page Number - 40
Item Number - 2
Providing expansion joints in R.C.C.framed structure ( interior
column ) with plain permoulded filler 25 milimeter thick , including
fixing T.W.battens both faces and complete as directed .
Page Number - 40
Item Number 1
Providing expansion joints in R.C.C.framed structure ( at floor level
) with plain permoulded filler 25 milimeter thick and 3 milimeter
thick aluminum plate as required bitumen poured filler and fixing
T.W.battens on internal face , finishing etc complete as directed.
Page Number - 40
Item Number - 3
Contractor
3
Spec.Number
As directed by
Engineer Incharge
4
Rate to include with 1) highted scaffolding.
2) fastening bolts for incasing of plates and bolts
measurements shall be paid on actual weight
basis . 3) Thickness of coating 66 microns .
4)matching colour touch up painting where
welding is done on site. 5) transporation from
yard to factory and factory to site. 6) Proof for
hot deep coatings
5
(1) Shree
Capacitors,
Jaysingpur
(2) Koras
Metals
Kasurdi,
Pune - 02025233522
Spec.Number
As directed by
Engineer Incharge
Rate to include with 1 ) highted scaffolding . 2)
use of nuts and bolts , machine screw . 3)
M.S.Flats with painting 3) Design and pattern
shall be approved by the University engineer and
Architect.
Datta
Enterprises ,
Kolhapur ,
02312524317
Spec.Number
BD.K .1 B
Page Number 359
Rate to include with 1 ) aluminium plate shall be
powder coated and with one side ablong holes.
.--------
Spec.Number
BD.K .1 A
Page Number 359
Rate to include with 1 ) Teak wood battens shall
be painted with oil paint and with one side
ablong holes.
.--------
Spec.Number
BD.K .1 A
Page Number 359
Rate to include with 1 ) aluminium plate shall be
powder coated and with one side ablong holes.
.--------
University Engineer
254
1
79
80
81
82
2
Providing , supplying and fixing in position powder coated
aluminum partitions , partly glazed and partly laminated having
frame made out of extruded tubular section of size 40 x 60
millimeter with 12 millimeter thick three layered flat pressed teak
wood particle board bonded with BWP type ' exterior grade phenol
formaldehyde synthetic resin confirming to I.S.12823 - 1990 ,
laminated on both sides Nova teak or equivalent and 5 millimeter
thick selected quality float glass panels fixed with aluminum glass
clips 12 x 12 millimeter and rubber cushioning beading to glass
partition as per approved drawing etc complete.
Page Number - 115
Item Number 66
Providing and laying in position polished Kotah Stone flooring of
size 55 centimetre x 55 centimetre approved quality 25 milimeter to
30 milimeter thick in plain / diamond pattern on a bed of cement
mortar 1:6 including cement float , filling joints with neat cement
slurry , curing , polished and cleaning etc. complete.
Page Number - 45
Item Number - 5 a
Providing and laying precast Lacquer Coated checkered cement tiles
of 30 entimetre x 30 centimetre size for flooring in required position
on a bed of 1:4 cement mortar inlcuding neat cement float , filling
joints with neat cement slurry , curing , etc. complete.
Page Number - 55
Item Number - 35 a
Providing and fixing 60 milimeter thick factory made Hydraulically
pressed Mechanically vibrated and compacted preacst inter locking
cement concrete Lacquer coated paving blocks in M - 40 grade of
approved size and shape as specified 50 milimeter in gray cement
and top surface 10 milimeter in white cement with coloured pigment
including cost of all materials , manufacturing , curing ,
transporation of blocks to work site including loading , unloading
and stacking as directed , laying paving blocks in position over
prepared bed of sand of 50 milimeter thickness including necessary
excavation in all stratas , spreading blindge of fine sand over the
prepared bed , compacting blocks by plate vibrator etc. complete.
Page Number - 54
Item Number - 33 a
Contractor
3
Spec.Number
As directed by
Engineer Incharge
4
Rate to include with 1 ) thickness of Powder
coating 15 microns
5
Jindal
medium
class
Spec.Number
BD.M .3
Page Number 380
Rate to include with 1 ) hand cutting with break
joint
.--------
Spec.Number
As directed by
Engineer Incharge
Rate to include with 1 ) spray painted lacquer
coating
.--------
Spec.Number
As directed by
Engineer Incharge
Rate to include with 1 ) spray painted lacquer
coating. 2 ) Compaction shall be done by plate
compactor
.--------
University Engineer
255
1
83
84
85
86
87
88
2
Dismantling carefully the laterite stone masonary in cement mortar
including sorting out serviceable materials and stacking the
dismantled material within 50 metre lead with all lifts as directed
Page Number -159
Item Number - 36
Providing and fixing Godrej make 6 lever Navtal Pad Lock with two
numbers of keys as directed by Engineer-In-Charges
Providing and fixing Granite tablet of required size and description
in engraving as directed by Engineer-In-Charge as per detailed
drawing including moulding granite with border patti , fixing granite
in C.M.1:2 , laterite masonary with plaster , curing etc complete.
Page Number -187
Item Number - 61
Providing and fixing weep holes of P.V.C.pipe 110 milimeter
daimetre Including fixing , drilling holes , finishing with cement
mortar 1:3 , scaffolding , curing etc complete.
Page Number -185
Item Number - 51
Providing and constructing brick masonary inspection chamber 90 x
45 centimetre and 45 centimetre to 90 centimetre in depth including
1:4:8 cement concrete foundation , 1:2:4 cement concrete chanell ,
brick masonary , plastering from inside and outside as required in
cement mortar 1:3 and airtight R.C.C.lid with frame fixed in cement
concrete 1:2:4 , curing , testing etc complete.
Page Number -147
Item Number - 39 a
Providing and applying water proof polymer coating for R.C.C.work
below ground in three coats to avoid water penetration , ultra voilet
effects of sun rays , fungus development and to protect the
reinforcement from corrosion in atmospheric effects . Cleaning the
surface of concrete by brushing with solvent and applying chemical
coating with primer and after 24 hours interval applying 2 nd , and 3
rd coat of approved shade , colour avoid smoking while painting
including necessary scaffolding etc complete.
Page Number - 39
Item Number - 11
Contractor
3
Spec.Number
As directed by
Engineer Incharge
4
Rate to include with 1 ) All lifts . 2 ) stacking of
material as directed by engineer in charge.
5
.--------
Spec.Number
As directed by
Engineer Incharge
Spec.Number
As directed by
Engineer Incharge
.--------
Godrej
Rate to include with 1 ) Engaving matter shall
be as per given by the university . 2 )
measurements shall be as per granite plate
dimentsion
Golden
Engraving
on black
granite
Spec.Number
As directed by
Engineer Incharge
.--------
Pipe Caliplast /
Prince
Spec.Number
BD.V .43
Page Number 574
Rate to include with 1 ) laterite masonary
instead of brick masonary. 2 ) Pre cast cover
with lifting arrengments.
Spec.Number
As directed by
Engineer Incharge
executed from special agency . 2) proof of
submitted .3) videography of execution of item.
University Engineer
.--------
256
1
89
90
91
92
93
94
2
Providing and fixing 6 milimeter thick multywall clear UV insulated polly
corbonate sheet of approved make and fixing of sheet by using extruted
aluminium section 48 milimeter wide 0.50 kilogram /metre for bottom
section and 0.33 kilogram /metre of top section with rubber gasket at top and
bottom for both sheet and screwing with E.P.D.M.screw and washer and
filling silicon for every joint of aluminium section and pollycorbonate sheet
with all necessary level and lift as directed by engineer in charge etc
complete.
Page Number -84
Item Number - 37 a
Providing and applying coating of Superseal M 104 in two coats used for
porus masonary water repellant used for exposed laterite cladding prepared
from silicon resin and polysiloxanes mixed with water including praparing
this mixtures inproportion in 1: 7 ratio by using portable water , applying
first coat by spray machine , applying second coat within 20 to 30 minutes
by spray machine , filled up voids with Superfil CP 706 before applying first
coat , curing the same after 72 hours , scaffolding , safeguard surrounding
surface by paper, as directed by engineer in charge etc complete.
Providing and laying cement concrete pipe of IS 458-1988 class in proper
line level and slope including providing fixing collars in cement mortar 1:2
etc. complete .
600 milimeter diametre - NP2 class
Page Number - 198
Item Number - 6 - A - ii
Providing and laying concrete pipes of I.S.NP.2 class of required diameter in
proper line , level and slope including , nesessary collars , testing ,
excavation , laying , fixing with collars in cement mortar 1:1 and refilling
the trench etc. complete.
300 milimeter diametre
Page Number - 146
Item Number - 38 c
Providing and fixing precast M-20 R.C.C. Slab over the gutter as per
detailed drawing including Steel Reinforcement, conveyance, fixing in
proper position in CM 1:3 and curing, finishing etc. complete.
Page Number - 200
Item Number - 14
Providing and fixing heavy duty Hydraulic Door Closer to single or double
leaf door shutter including fixing door closer in line and level, required nut
and bolts and screw, as directed by Engineer-In-Charges etc. complete.
Page Number - 330
Contractor
3
Spec.Number
As directed by
Engineer
Incharge
4
--------
5
Sheet - Juliet
/ Jee
Aluminium
sections Jindal
medium
Spec.Number
As directed by
Engineer
Incharge
Rate to include with 1 ) work to be got executed from
specilised agency . 2) filling voids of laterite stone
with Superseal CP 706 . 3) proof of quantity bring on
site according to the ratio of doses per square metre
and valid bill shall be submitted .4) videography of
execution of items .5) Gaurentee on stamp paper for
five years
Supertech
chemicals 9223382734
Spec.Number
As directed by
Engineer
Incharge
Rate to include with 1 ) adding non shrink grout
material in cement mortar 1:2 . 2) tripod with chain
and pully system or crane for laying pipe. 3) test
reports of pipes .
.--------
Spec.Number
As directed by
Engineer
Incharge
Rate to include with 1 ) adding non shrink grout
material in cement mortar 1:2 . 2) test reports of pipes
.
.--------
Spec.NumberAs
directed by
engineer in
charge.
Rate to include with 1 ) steel ratio 60 kilogram per
cubic metre .2) steel ratio more than 60 kilogram per
cubic metre shall be paid in T.M.T,steel item.
.--------
Spec.NumberAs
directed by
engineer in
charge.
.--------
Item Number - 5
University Engineer
Heavy duty
of ISI made
257
PART- [ B ] SCHEDULE - "C" FOR SANITARY, PLUMBING AND DRAINAGE WORK
ITEM
NUMBER
1
1
2
3
ITEM OF WORK
2
Providing and fixing in position ASTM White UPVC Ultra Voilet stabilized
UPVC plumbing pipes of specified outer diameter of required standard
thickness confirming to ASTM D1785, including necessary fittings
confirming to ASTM D 2467, such as U.P.V.C. bends, Tees, Reducers,
clamps, plugs, etc. necessary excavation trench, refilling, necessary drilling
holes in walls/slab and makingetcthe good the surface complete.(Test the pipe
fixes For 10.00 Kilogram per Square centimeter pressure, no leakage found for
at least 1 Hour)
SPECIFICATION
PAGE NUMBER
AND ITEM
NUMBER
Spec. Number &
Page Number
3
As directed by
Engineer-In-Charge.
Make
4
1) It also Include removing of extra soil out
of site as directed by Engineer in charge.
5
Finolex
Providing and fixing in position ASTM White Ultra Voilet stabilized UPVC
plumbing pipes of specified outer diameter of required standard thickness
confirming to ASTM D-1785, including necessary fittings confirming to
ASTM D 2467, such as P.V.C. bends, vees, Reducers, Anchor Faster, Full
Thread Tie Rod ,with necessary excavation in walls ,concrete , refilling,
necessary drilling holes in walls/slab and making it good the surface
complete.(Test For 10.00 Kilogram per Square centimeter pressure for at least
1 Hour. with no leakage found.)
Spec. As directed by
Engineer-In-Charge.
Providing and fixing in position Ultra Violet stabilized CPVC plumbing CTS
pipes in SDR 11 as per IS 15778 in of specified outer diameter of required
standard thickness confirming to I.S 15778, including necessary fittings
confirming to ASTM D 2846, such as CPVC bends, Tees, Reducers, clamps,
plugs, etc .Consealed in wall with necessary excavation in wall, concrete,
making good with cement mortar or concrete, as specified by Site Incharge
,necessary drilling holes in walls/slab and making the surface good etc
complete.(Testing the pipeline For 10.00 Kilogram per Square centimeter
pressure & no leakage found for at least 1 Hour.)
Engineer-In-Charge.
Contractor
Additional Clause & Specification if Any
1) It also include cost of GI Anchor fasters ,
Full Thread GI rod with GI clamps with
Epedium rubber ring ,specing of two rods not
more than 1 running meter as per pipe
diameter of pipe- specified by manufacturer.
Finolex
1) It also include cost of GI Anchor fasters ,
Full Thread GI rod with GI clamps with
Epedium rubber ring ,specing of two rods not
more than 1 running meter as per pipe
diameter of pipe- specified by manufacturer.
Ajay
University Engineer
258
1
4
5
6
2
Providing and fixing approved and tested Water meter bearing I.S.I. mark
with non return valve including strainer, sockets, uinon nut and
construction 40 millimeter of required and adequate size with M.S.
fabricated frame and mild steel hinged cover with locking arrangement
and lock ,with brick chamber etc. complete.
Providing and fixing CPVC Ball Valve of approved quality and make
mark with ASTM D-2846 , Including sockets, Union nut complete.
Providing and fixing screw down----dia wheeled stop tap of steel or
chromium plating of approved quality and make bearing I.S.I mark,
Including sockets, Union nut complete.
7
Supplying & erecting non-return valve in position made of gun metal. As
director by Engineer-In-Charges etc completed.
8
Providing and fixing brass stop tap of approved quality and make with
clutch/wheel including sockets/union nut and brick masonry chamber with
cast iron-frame and mild steel hinged cover with locking arrangement and
lock etc. Complete.
9
Providing and fixing 15 millimeter diameter "Jaquar" make Item Number
PRS 077 ,Pressmatic Valve with chromium plating self closing tap of
approved make and quality including necessary wall flange socket, testing
etc. complete.
Providing and fixing 45 centimeter wide steel ladder of 40 x 6 millimeter
mild steel flat sringers and steps of 18 millimeter diameter mild steel bar
including fixing it in M-15 cement concrete block 60 X 30 x 30 centimeter
and painting the ladder with antrust primer and 2 coats of oil paint.
10
Contractor
3
Sec. Number BD.V.7
Page Number 554
( P. Number 107 Item
Number 29 Pune
Region DSR + R.A )
Engineer-In-Charge.
(P. Number 100, I.
Number 6)
Spec.Number:16-619
( Electrical
DSR 2011-12) (
Page Number153 )
( Page Number 100 ,
Item Number 8 (a)
(b) (c)
Engineer-In-Charge.
4
1) Make As directed by Engineer-In-Charge.
5
Ajay
Ajay
Sant,
GG,
V.B.
Sant,
GG,
V.B.
Sant,
GG,
V.B.
Spec.Number:BDV.19 Page Number-559
(Page Number 101,
Item Number 13)
1)As directed by Engineer-In-Charge.
Tata,
University Engineer
259
1
11
12
13
14
2
Providing and fixing Orissa type White (of IS std.) earthenware 625 x
450 millimeter water closet pan including "P" trap, white earthenware
foot rests, cast Iron soil and vent pipes up to the outside face of the
wall including 100 millimeter diameter cast iron plug bend, cement
concrete bedding , 10 liters capacity UPVC/fiber flushing cistern of
approved quality and make with fittings, inlet pipe with stop tap,
brackets for fixing the cistern, 32 millimeter diameter UPVC flush
pipe with fittings and clamps, 20 millimeter diameter galvanized iron
overflow pipe with mosquito proof coupling , galvanized iron chain
and pull, painting to the cistern and exposed pipes and cutting and
making good the walls floors etc. complete. (Excluding waterproof
brick bat coba)
Providing and fixing European type White glazed (as per IS std.)
earthenware W.C. Pan with Bakelite seat and lid with chromium
plated brass hinges and rubber buffers including UPVC, soil/vent pipe
up to the outside face of wall,10 liter UPVC low level TANK flushing
cistern, 32 millimeter diameter UPVC flush pipe with fittings and
clamps, 20 millimeter diameter UPVC overflow pipe ,mosquito proof
coupling , painting to exposed pipe and cutting and making good the
wall and floor testing etc. complete. (Prior approval of sample and by
Ex. Engineer is necessary before use.)
Providing and fixing European type white glazed (as per IS std.)
earthenware coupled closet with syphonic trap with syphonic low level
10 liter White glazed cistern with black Bakelite seat and and lid with
chromium plated brass hinges including UPVC soil and white glazed
vent pipe up to the outside face of the wall including 100 millimeter
diameter. UPVC plug bend, inlet pipe ,stop tap etc. all fittings, cutting
and making good the walls floors, testing etc. complete. (Prior
approval of sample and by Ex. Engineer is necessary before use.)
Providing and fixing White glazed earthenware full stall type Urinal
Without flushing cistern with inlet pipes, UPVC flush pipe, stop tap 32
millimeter diameter with fittings ,UPVC soil pipe, UPVC trap and soil
pipe connection up to the outside face of wall, making good to
damaged surface, testing etc. complete. (Prior approval of sample and
by Ex. Engineer is necessary before use.) (One full stall urinal)
Contractor
3
Engineer-In-Charge
(Page Number 102,
I. Number 15 (B)
(a))
4
1) Make As directed by Engineer-InCharge.
5
Hindware,Parry,
Cera
Engineer-In-Charge
Page Number 103,
I. Number 18
Hindware,Parry,
Cera
Engineer-In-Charge
Page Number 103,
I. Number 19
Hindware,Parry,
Cera
Spec.Number;BDV23 Page Number562
(Page Number 104,
I. Number 22 (b) )
Hindware,Parry,
Cera
University Engineer
260
1
15
16
17
18
19
20
2
Providing and fixing White Glazed Oval Shaped earthenware under
Counter wash hand basin of 500 x 400 size including cold water piller
taps, brackets, rubber plugs and brass chain, stop tap, chromium plate
bottle trap and necessary pipe connections including UPVC waste
pipe and trap upto the outside face of the wall, making good the
damaged surface, testing etc. complete. as director by Engineer-InCharge etc. complete.
Providing and fixing Parry Ware earthenware White wash hand basin
of 550 X 400 size including cold water piller taps, brackets, rubber
plugs and brass chain, stop tap, chromium plate bottle trap and
necessary pipe connections including UPVC waste pipe and trap upto
the outside face of the wall, making good the damaged surface, testing
etc. complete.
Providing and fixing White Glazed Pedestal for W.H.B of approved
size and quality testing etc. complete. (Prior approval of sample and
by Ex. Engineer is necessary before use.)
Item Number Providing and fixing of approved quality and make
white glazed earthenware sink 60 x 450 x 200 millimeter including all
connections of G.I. supply and UPVC waste pipe and trap up to the
outside face of the wall C.P. BIB cock with wall flange Jaquar or
equivalent make continental (Cat Number CON-047), rolled steel or
C.I. brackets, rubber plug with chain and C.P. Sink Cock with raised J
shaped swinging casted spout Jaquar or equivalent make continental
(Cat Number CON-359) making good the damaged surfaced
chromium plated bottle trap testing etc. complete.
Providing and fixing Steel sink of size 60 x 45 x 25 including all
connections of G.I. supply and UPVC waste pipe and trap upto
outside face of wall, cold water chromium plated screw down bib tap,
rolled steel or C.I. brackets, rubber plug with brass chain and stop tap,
making good the damaged surface, chromium plated bottle trap testing
etc. complete.(Prior approval of sample and brand by Ex. Engineer is
necessary before use.)
Providing and fixing 10 centimeter diameter P.V.C. Nahani trap fixed
with P.V.C. grating, P.V.C. plug bend and piece of P.V.C. pipe up to
plug bend, Scaffolding etc. complete.
Contractor
3
4
(Page Number 106,
I. Number 27 A (b))
As directed by Engineer-In-Charge. (
Make - Parry ware earthenware basin
Finolex
Engineer-In-Charge
(Page Number 106,
I. Number 28 (a)
Finolex
Finolex
(Page Number 107,
I. Number 30 (a) )
(Page Number 107,
I. Number 32)
2) Nahani trap Multi outlet type.
University Engineer
5
Parry ware
Nirali,
Jayna
Finolex
261
1
21
22
23
2
Providing and fixing SWR PVC pipe Type B for Rain Water of
required dia. , conforming to IS 13592 & IS 14735 class to withstand
continuous internal hydraulic pressure of 4 Kilogram per centimeter
Square including necessary fixtures and fittings, such as bends, tees,
single junction, double junction and jointing with rubber rings and
lubricants on wall by means of clips or in sunk ,testing etc. complete.
Providing and fixing Type B Make UPVC / SOIL / VENT / WASTE
SWR pipe of required diameter conforming to I.S. 13592 and I.S.
4985 to withstand continuous internal hydraulic pressure of 4
Kilogram per centimeter Square including necessary fixtures and
fittings, such as bends, tees, single junction, double junction and
jointing with rubber rings and lubricants on wall by means of clips or
in ground including necessary excavation, laying, refilling, trench
testing etc. complete.
Providing and fixing in position UPVC, ultra Violet stabilized ------outer diameter cowl dome confirming I.S.4985 including making
joints with solvent /cement etc. complete.
24
Providing and Laying concrete pipes of I.S.Np.2 class of required
diameter in proper line, level and slope including necessary collars,
testing, excavation, laying, fixing, with collars in cement mortar
1:1and refilling the trench etc. complete.
25
Providing and installation of PVC Inspection chamber of verios
diameters, with multi outlets including 1:2:4 cement concrete
foundation, 1:2:4 cement concrete 100 millimeter tk all around the
chamber and airtight PVC lid with vertical riser, with fixing 1.25
meter diameter & 10 centimeter tk RCC cover , curing , testing etc.
complete.
26
Providing and installation of PVC Gully Bottle type Trap of 150
diameter, with 75 out let, including 1:3:6 cement concrete foundation,
1:3:6 cement concrete 100 tk all around the chamber and airtight PVC
lid with vertical riser , curing , testing etc. complete.
Contractor
3
Engineer-In- Charge.
4
2 ) It also includes PVC clamps ,by same
manufacturing company.
5
Finolex
2 ) It also includes PVC clamps ,by same
manufacturing company.
Finolex
(Page Number 108,
I. Number37 (a) &
(c)
Spec. Number:BDV.- 41 Page
Number573
Page Number 109,
I. Number37 (a) , (b)
& (c )
1) As directed by Engineer-In-Charge.
Finolex
Spec.As directed by
2) Sampleto be approved before ordering
the pipes.
2) It also include the hydraulic testing of
pipe ,filling pipe full with chambers & no
leakage found for at least 6 hr. If leakage
is found ,after rectification of leakage
again test is be carried out again till no
leakage found.
leakage found for at least 6 hr. If leakage
is found ,after rectification of leakage
again test is be carried out again till no
leakage found.
University Engineer
Supreme
Supreme
262
1
27
28
29
30
31
32
33
2
Providing and Constructing Brick Masonry Inspection chamber----and 45 to 90 centimeter in depth including 1:4:8 cement concrete
foundation, 1:2:4 cement concrete channels, brick masonry, plastering
from inside and outside as required in cement mortar 1:3 and airtight
RCC lid with frame fixed in cement concrete 1:2:4, curing , testing
etc. complete.
Providing and fixing UPVC/SOIL/WASTE SWR pipe of required
diameter conforming to SN-8 class to withstand continuous internal
hydraulic pressure of 4 Kilogram per centimeter Square including
necessary fixtures and fittings, such as bends, tees, single junction,
double junction and jointing with rubber rings and lubricants on wall
by means of clips or in ground including necessary excavation, laying
over PCC 1:2:4 ,covering pipe with PCC 100 tk. all over ,curing
,refilling, trench testing etc. complete.
Providing and Constructing Brick Masonry Interspecting chamber 90
x 45 centimeter and 90 centimeter to 150 centimeter in depth
including 1:4:8 cement concrete foundation, M-15 cement concrete
channels/salt glazed stoneware inspecting trap with rodding pipe set in
1:4:8 cement concrete block, brick masonry, plastering inside and
outside, airtight C.I. lid with frame fixed in cement concrete, curing ,
testing etc. complete.
Providing and fixing 15 millimeter CP Bib cock with wall flange
Jauquar Make Continental (Cat. NumberCon.-047) or equivalent
including necessary extension pipe and sockets etc complete.
Providing and fixing chromium plated aluminum towel rails 20
diameter and 75 centimeters long of required length and approved
quality fixed on teak wood plate 3" x 3/8" including providing teak
wood block in the brick work etc. as directed.
Providing Mirror of size 450 X 600 millimeter & of approved Indian
quality, copper plated with 100 millimeter tk. plywood backing &
fixing in masonry etc. complete as directed.
Providing and fixing Glass shelf 125 millimeter wide and 60
centimeter long with necessary chromium plated brackets, providing
teak wood gutties etc. complete.
Contractor
3
Number574
Page Number 109,
I. Number 39 (a) (b)
)
4
leakage found for at least 6 hr. If leakage is
found ,after rectification of leakage again
test is be carried out again till no leakage
found.
Number575
Page Number 109,
I. Number 40
New Items(BD-V-5)
Page Number 113,
I. Number 2
Engineer-In-Charge.
Page Number 110,
I. Number 44
Spec. Number:BDV.48
Page Number 110, I.
Number 48
Engineer-In-Charge.
Page Number 110, I.
Number 49
1) Make & model approved & As directed
by Engineer-In-Charge.
5
Supreme Eco
Drain
Jaquar, ESS,
Grohe, Jal,
ARK
Jaquar, ESS,
Grohe, Jal,
ARK
Jaquar, ESS,
Grohe, Jal,
ARK
Jaquar, ESS,
Grohe, Jal,
ARK
University Engineer
263
1
34
2
Providing and fixing C.P Angular Stop Cock with wall fiange Jaquar
continental
(CAT.NumberCON-059)
including
necessary
sockets/union nut etc. complete. With Prior Approval of SERC
35
Providing and fixing C.P Two way BIB Cock Jaquar make continental
(CAT.NumberCON-041) including necessary sockets/union nut etc.
complete. With Prior Approval of SERC
36
Providing and fixing C.P Tee with Two Number, Angle Stop Cock
Jaquar Florentine (CAT.NumberFLR-5053 N) including necessary
sockets/union, brass garden Hose, nut etc. complete. With Prior
Approval of SERC
Providing and fixing C.P sink Cock with raised J shaped swinging
casted spout Jaquar make continental (CAT.NumberCON-359)
including necessary sockets/union nut etc. complete. With Prior
Approval of SERC
Supplying and erecting Submersible pumpset suitable for erection
on openwell of required HP with 415 V 50 cycles A.C. supply,. pump
having delivery head from 36 to 18 meter and discharge from 400 to
1000 liters per minute(Max. efficiency at 29 meter head & 680 liters
discharge) & delivery pipe of necessary diameter erected with
necessary H. type clamp as per specification Number WP-OSP
Supplying & Erecting automatic control panel for 1 to 6 H.P.
openwell Submersible Pump Set consisting of DOL starter, S.P.P. dry
run protection , ameter, Volt Meter, Phase Indicating Lamp etc
complete.
Providing hoisting and fixing in position high density polyethylene
UV stabilized multi layered conforming to I.S.12701, water storage
tank with necessary, connections, testing etc. complete. (Prior
approval of sample by Ex. Engineer is necessary before use.)
(Contractor must produce delivery chalan, Test Certificate by
Manufacturing Company, )
Providing and fixing stainless steel 32 millimeter diameter SS 304
grade Grab Rail U shaped including fixing in concrete by fastening
bolt, filling joint by silicon sealant in between tile and Grab Rail,
cutting tiles as shape of pipe, curing etc. completed. As directed by
Engineer-In-Charges.
37
38
39
40
41
Contractor
3
Engineer-In-Charge.
Page Number 113, I.
Number 1
Engineer-In-Charge.
Page Number 113,
I. Number 2
Engineer-In-Charge.
4
5
Jaquar, ESS,
Grohe, Jal,
ARK
Jaquar, ESS,
Grohe, Jal,
ARK
Jaquar, ESS,
Grohe, Jal,
ARK
Spec.as directed by
Engineer-In-Charge.
Page Number 113,
I. Number 6
Spec.as directed by
Engineer-In-Charge.
Page Number 132, I.
Number 12-4-4
Jaquar, ESS,
Grohe, Jal,
ARK
Kirloskar,
Groundfos,
Willo, CRI
Spec.as directed by
Engineer-In-Charge.
Page Number 133, I.
Number 12-5-17
Engineer-In-Charge.
Page Number 111, I.
Number 52
Kirloskar,
Groundfos,
Willo, CRI
Sintex,
Gangajal,
Storewell
Spec.as directed by
Engineer-In-Charge.
1) Make as directed by Engineer-InCharge.
2) Order the material after the sample is
approved.
University Engineer
264
1
42
2
Providing & fixing Ball Valves of diameter 15/20/25/32/40/50
millimeter diameter UPVC Finolex ASTM pipes as per manufactures,
specifications of Schedule-40 including all fitting such as elbows,
fees, bends, reducers, union etc. including excavation of trench of
required size and depth and back filling (Ivory colour for cold water)
etc. complete.
Contractor
3
Spec.as directed by
Engineer-In-Charge.
4
University Engineer
5
265
PART- [ C ] SCHEDULE - "C" FOR FIRE FIGHTING WORK
ITEM
NUMBER
ITEM OF WORK
SPECIFICATION PAGE
NUMBER AND ITEM
NUMBER
Spec.
Page
Number
Additional Clause & Specification if Any
1
1
2
Supplying and installing, testing, perfect aligning and proper leveling and
commissioning of fire service main pump, of 2400 LPM (Liters/min).at
76 meter head centrifugal type single stage pump of 75 HP , (55kW)
Suction/Delivery size of,100/ 80 millimeter as per specification Number
FF- MFP/SSC
3
13.1.3
4
Page
Number 135
5
As directed by Engineer in Charge.
2
Supplying and installing, testing, commissioning of Jockey Pump of 240
LPM at 56 meter head, 3ph. 440 A.C. 15 Horse Power, (11kW)
Suction/Delivery size of 50 /32 millimeter as per specification Number
FF- MFP/JP
13.4.1
Page
Number136
3
Supplying and installing, testing, commissioning of Booster Pump of 450
Liter Per Minute at 35 meter head single stage (mono block) 3ph. 440
A.C. 7.5 Horse Power Suction/Delivery size of 50 /32 millimeter as per
specification Number FF- MFP/BP
13.5.1
Page
Number136
4
Supplying and installing
20 millimeter diameter
Number FF/PP
Number FF/PP
Number FF/PP
G.I. pipe above ground of 'c' class ERW of size
with necessary fittings as per specification
13.6.1
Page
Number136
13.6.2
Page
Number136
13.6.3
Page
Number136
5
6
Contractor
University Engineer
266
1
7
8
9
10
11
12
13
14
15
16
17
18
19
2
Supplying and installing G.I. pipe above ground of 'c' class ERW of size
75/80 millimeter diameter with necessary fittings as per specification
Number FF/PP
100 millimeter diameter with necessary fittings as per specification
Number FF/PP
150 millimeter diameter with necessary fittings as per specification
Number FF/PP
Supplying and installing, cast iron foot valve of size 150 millimeter
diameter, with strainer for negative suction as per specification Number
FF- VL/FV
Supplying and installing, cast iron double flange sluice valve of
size75/80 millimeter diameter, as per specification Number FF- VL/SV
Supplying and installing, cast iron double flange sluice valve of size 100
millimeter diameter, as per specification Number FF- VL/SV
Supplying and installing, cast iron double flange sluice valve of size 150
millimeter diameter, as per specification Number FF- VL/SV
Supplying and installing, cast iron double flange butterfly valve of size
75/80 millimeter diameter, as per specification Number FF- VL/BFV
Supplying and installing, cast iron double flange butterfly valve of size
150 millimeter diameter, as per specification Number FF- VL/BFV
Supplying and installing double flange NRV of size 150 millimeter
diameter, as per specification Number FF- VL/NRV
Supplying and installing gun metal double outlet hydrant valve fitted
with necessary accessories complete as per specification Number FFVL/HV
Supplying and installing wall mounting swinging Hose reel drum Fitted
with 19 millimeter diameter 22.5 meter long high pressure polypropylene
(Polyhose) pipe fitted with necessary accessories complete as per
specification Number FF- FFA/HRD
Supplying fire fighting C.P. (controlled percolation) Hose pipe,63
millimeter diameter 15 meter length fitted with necessary accessories
complete as per specification Number FF- FFA/CPH
Contractor
3
13.6.4
4
Page
Number136
5
13.6.5
Page
Number136
13.6.6
Page
Number136
13.7.3
Page
Number 137
13.7.9
Page
Number 137
Page
Number137
Page
Number 137
Page
Number 137
Page
Number 137
Page
Number 138
Page
Number 138
13.8.2
Page
Number 138
13.8.5
Page
Number 139
13.7.10
13.7.11
13.7.13
13.7.15
13.7.19
13.7.24
University Engineer
267
1
20
21
22
23
24
25
26
27
2
Supplying G.M. branch pipe of 63 millimeter diameter fitted with 20
millimeter diameter detachable hexagonal nozzle as per specification
Number FF- FFA/NZ
Supplying and erecting Gun Metal Chrome plated Nozzle 19 millimeter
diameter complete as per specification Number FF- FFA/NZ
Supplying and installing fire brigadde Header of 150 millimeter diameter
for supplying water in fire tank as per specification Number FFFFA/FBC
Supplying and installing Air Vessel of 300 millimeter diameter 1.5 in
height M.S. tank installed inside pump house as per specification
Number FF- FFA/ACT
Supplying and installing pressure guage of 100 millimeter diameter,0300 Pounds per Square Inch or 0-21 Kilogram per centimeter square
fitted with 12/15millimeter diameter. Pad cock valve, and G.I. pipe,
elbow etc. as per specification Number FF- FFA/PG
Supplying and installing DANFOSS make pressure switch with 12/15
millimeter diameter isolation valve, G.I. nipple, elbow etc. in an approved
manner as per specification Number FF- FFA/PS
Supplying and erecting one Number Brass orifice plate with having 6
millimeter. thickness, 140 millimeter outer diameter of 140 millimeter at
every single outlet hydrant valve as per specification Number FFFFA/OP
Supplying and erecting M.S / CRCA cabinet for housing single hydrant
valve (size 400 x 400 x400 millimeter.) made from 16 SWG sheet and
angle iron 25 x 25 x 4 millimeter. having front doors with viewing
glass (8" x6") and locking arrangement with necessary fixing material
such as rubber bidding etc. duly painted in post box red colour.
Contractor
3
13.8.10
4
Page
Number 139
5
13.8.11
Page
Number 139
Page
Number 139
13.8.14
Page
Number 139
13.8.16
Page
Number 139
13.8.17
Page
Number 139
13.8.18
Page
Number 140
13.8.20
Page
Number 140
13.8.12
University Engineer
268
PART- [ C ] SCHEDULE - "C" FOR ELECTRICAL WORK
Item
Number
1
1
Item of Work
2
A : CONCEALING OF CONDUITING.
Chiseling wall/floor appropriately and with supplying & laying I.S.I.
mark Rigid Polyvinylchloride(P.V.C). conduit 20 millimeter diameter
with necessary accessories as per specification Number: WG-MA/CC,
para number 1.2.1
Specification as
per Std. ( CSR
number11-12
& (Page
Number)
3
Additional Specification / Name of Company for Equal
Prices if any
4
1-1-7/9
As directed by Engineer-In-Charge and Makes :
PRECISION/ DIAMOND /PREEFIT
2
Chiseling wall/floor appropriately and with supplying & laying I.S.I.
mark Rigid Polyvinylchloride(P.V.C). conduit 25 millimeter diameter
with necessary accessories as per specification Number: WG-MA/CC,
para number 1.2.1
1-1-8/9
3
I.S.I. mark
Rigid Polyvinylchloride(P.V.C). conduit 32 millimeter
diameter with necessary accessories as per specification Number: WGMA/CC, para number 1.2.1
1-1-9/9
1-2-11/10
1-2-12/10
4
5
B : CASING-n-CAPPING.
Supplying and
laying
Polyvinylchloride(PVC)
trunking
(Polyvinylchloride casing-n-capping) of size 25 millimeter with
accessories on wall/ceiling as per specification Number: WGMA/CON, para number 1.1.2
Supplying and
laying
Polyvinylchloride(PVC)
trunking
(Polyvinylchloride casing-n-capping) of size 32 millimeter with
accessories on wall/ceiling as per specification Number: WGMA/CON, para number 1.1.2
Contractor
University Engineer
269
1
6
7
8
9
10
11
12
13
Contractor
2
C : BUNCH OF WIRING
Retardant
Low
Smoke(F.R.L.S)
solid
copper
Polyvinylchloride(PVC) insulated
wire laid in provided
conduit/trunking/inside pole/Bus bars or any other places as per
specification Number: WG-MA/BW
Retardant
Low
Smoke(F.R.L.S)
stranded/solid
copper
Polyvinylchloride (PVC) insulated wire
laid in
provided
conduit/trunking/inside pole/Bus bars or any other places. as per
specification Number: WG-MA/BW
Supplying & erecting mains with 2x4 square millimeter Fire
Retardant
Low
Smoke(F.R.L.S)
stranded/solid
copper
Polyvinylchloride (PVC) insulated wire
laid in
provided
conduit/trunking/inside pole/Bus bars or any other places. as per
specification Number: WG-MA/BW.
Supplying & erecting mains with 4x4 square millimeter and earth
wire 2.5 square millimeter Fire Retardant Low Smoke (FRLS)
Polyvinylchloride (PVC) copper wire, in rigid Polyvinylchloride
conduit 25 millimeter diameter, as per specification Number: WGMA/PC, para number1.4.1.Note :Total value deducted ,refer 1.1.8
wire 4 square millimeter Fire Retardant Low Smoke (FRLS)
Polyvinylchloride (PVC) copper wire, in rigid Polyvinylchloride
wire 6 square
millimeter Fire Retardant Low Smoke(FRLS)
Polyvinylchloride(PVC) copper wire, in rigid Polyvinylchloride
D : MODULAR SWICTH & ACCESSORIES.
Supplying and erecting modular type switch 6 Amperes / 10 Amperes
ISI mark approved make duly erected on provided plate and box with
wiring connections complete.
Supplying and erecting modular type switch 16 Amperes ISI mark
approved make duly erected on provided plate and box with wiring
3
4
1-3-2/11 + Note for
on page Number13
FINOLEX / LAPP / RR Kabel
( Page Number11)
1-3-11 + Note for on
page Number13
FINOLEX / LAPP / RR Keble
( Page Number11)
1-3-6 + 1-3-4 by
applying Note
Number4 Page
number13
1-3-6 + Note
number1 on Page
number13 + 1-3-4 +
Note number4 on
Page number13
1-3-8 + Note
number1 on Page
number13 + 1-3-6 +
Note number4 on
Page number13
1-3-10 + Note
number1 on Page
number13 + 1-3-8 +
Note number4 on
Page number13
1-8-1/18
1-8-2/18
As directed by Engineer-In-Charge and Makes : GM
LEGRAND ( MOSAIC) / NORTH -WEST
M.K.(BLAZE) / CROMA
M.K.(BLAZE) / CROMA
University Engineer
/
/
/
/
270
1
14
15
16
17
18
19
20
21
22
23
24
2
Supplying and erecting modular type bell-push 6 Amperes / 10 Amperes
ISI mark approved make duly erected on provided plate and box with
wiring connections complete.
Supplying and erecting modular type 3 pin 6 Amperes multi socket with
safety shutter ISI mark approved make duly erected on provided plate
and box with wiring connections complete.
Supplying and erecting modular type 3 pin 6 Amperes/ 16 Amperes
multi socket with safety shutter ISI mark approved make duly erected on
Supplying and erecting modular type buzzer 220 /250 Volt ISI mark
approved make duly erected on provided plate and box with wiring
Supplying and erecting Polyvinylchloride(PVC) Surface modular switch
box with double mounting plate for 1 module complete duly erected in
an approved manner.
an approved manner.
an approved manner.
an approved manner.
an approved manner.
box inner plate (mounting) & front plate for 8 module complete duly
connected.
box with double mounting plate for 16/18module duly erected in an
approved manner.
Contractor
3
1-8-3/18
1-8-10 /19
1-8-11 /19
1-8-19/19
1-8-27/20
1-8-28 /20
1-8-29/20
1-8-30/20
1-8-31/20
1-8-32/20
1-8-34 /20
4
M.K.(BLAZE) / CROMA
M.K.(BLAZE) / CROMA
M.K.(BLAZE) / CROMA
As directed by Engineer-In-Charge and Makes
M.K.(BLAZE) / CROMA
M.K.(BLAZE) / CROMA
M.K.(BLAZE) / CROMA
M.K.(BLAZE) / CROMA
M.K.(BLAZE) / CROMA
M.K.(BLAZE) / CROMA
M.K.(BLAZE) / CROMA
M.K.(BLAZE) / CROMA
University Engineer
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271
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25
26
27
2
Supplying and erecting original 1.25 millimeter Cold Rolled Closely
Annealed(CRCA) sheet metal enclosures with 20 Amperes, 2 pin plug &
earth socket and 20 Amperes 3 pin plug top with 20/30 Amperes, single
pole MCB complete erected on angle iron frame.
Supplying and erecting original 1.25 millimeter Cold Rolled Closely
Annealed(CRCA) sheet metal enclosures with 30 Amperes, 3 pin plug &
earth socket and 30 Amperes 3 pin plug top with 30 Amperes, triple pole
MCB complete erected on angle iron frame.
E : POINT WIRING.
Point wiring for light/fan/bell concealed type in min 20 millimeter
Polyvinylchloride(PVC) conduit with 1.5 square millimeter Fire
Retardant Low Smoke grade copper wires with modular type switch and
required accessories as per specification Number: WG-PW/CW..
Providing Concealed light/fan/bell point Wiring required approved
specified material including hardware and erecting rigid
steel/Polyvinylchloride conduits 20 millimeter diameter, junction boxes,
provided fan boxes, along with required accessories in RCC slabs before
casting and in walls, flooring by making chases, and refilling the same
after erection of conduits, fixing concealed type boxes for switch boards
in walls,2x1.5 square millimeter Fire Retardant Low Smoke(FRLS)
drawing wires through conduits, from switch board to outlet for light / fan
/ bell indepe- dent plug point fixing modular type switch for controlling
power supply and an accessory for outlet of light/fan/bell/plug at other
end, with mounting plate, terminating wires within at both ends, as per
approved Method of Construction, closing all junction boxes with plates:
removing all debris and testing the installation for safety and beneficial
use. as per specification number WG-PW/CW.
Contractor
3
5.4.20 /68
4
As directed by Engineer-In-Charge and Makes : GM /
LEGRAND ( MOSAIC) / NORTH -WEST /
M.K.(BLAZE) / SCHNEIDER / HENSEL
5.4.21/68
M.K.(BLAZE) / SCHNEIDER / HENSEL
1.9.9 /22
M.K.(BLAZE)
University Engineer
272
1
28
29
30
31
32
33
34
35
2
Wiring for plug on board with Switch socket concealed type with copper
wiring, earthing and with modular accessories as per specification
Number: WG- PW/CW.....Providing Concealed light/fan/bell point
Wiring required approved specified material including hardware and
erecting rigid steel/Polyvinylchloride(PVC) conduits 20 millimeter
diameter, junction boxes, provided fan boxes, along with required
accessories in RCC slabs before casting and in walls, flooring by making
chases, and refilling the same after erection of conduits, fixing concealed
type boxes for switch boards in walls,2x1.5 square millimeter Fire
Retardant Low Smoke(FRLS) drawing wires through conduits, from
switch board to outlet for light / fan / bell indepe- dent plug point fixing
modular type switch for controlling power supply and an accessory for
outlet of light/fan/bell/plug at other end, with mounting plate, terminating
wires within at both ends, as per approved Method of Construction,
closing all junction boxes with plates: removing all debris and testing the
installation for safety and beneficial use as per specification number WGPW/CW.
F : TELEPHONE & COMPUTER CABLING
Supplying and erecting modular type telephone socket two gang with
safety shutter ISI mark approved make duly erected on provided plate and
box with wiring connections complete.
Supplying and erecting modular type computer Jack RJ 45 with safety
shutter ISI mark approved make duly erected on provided plate and box
Supplying & erecting telephone cable 1 pair with 0.5 millimeter diameter
laid in provided Polyvinylchloride(PVC) casing / conduit as per
specification number WG-TW
Supplying & erecting telephone cable 2 pair with 0.5 millimeter
diameter laid in provided Polyvinylchloride(PVC) casing / conduit as per
Supplying & erecting telephone cable 10 pair with 0.5 millimeter
diameter laid in provided Polyvinylchloride(PVC) casing / conduit as per
Supplying, erecting & commissioning Main Distribution Frame (MDF)
Box 60 x 60 pairs as per specification number WG-TW
Supplying, erecting & commissioning Junction box suitable for 10 pairs as
per specification number WG-TW
Contractor
3
1-9-14/22
4
M.K.(BLAZE)
1-8-16/19
M.K.(BLAZE) / CROMA
D-LINK, / AVAYA/ LEGRAND / CROMA
1-8-17/19
1-10-1/24
FINOLEX / DELTON / LAPP
1-10-2/24
1-10-6/24
1-11-2/24
As directed by Engineer-In-Charge and Makes
:dLINK, / AVAYA
As directed by Engineer-In-Charge and Makes : d-LINK,
/ AVAYA / Krone
1-11-12/25
University Engineer
273
1
36
37
38
39
40
41
42
43
44
2
Supplying, installing, testing & commissioning Digital type
EPABX(Electronic Private Automatic Branch Exchange) 8 x 48
extension as per specification number WG-TW
Supplying & installing UTP networking Cat-6 cable suitable for LAN /
WAN Computer net-working as per specification number WG-COC/NC
G :LAMPS AND FITTING.
Supplying & erecting T8 36Watts Fluorescent tube tri-Phospher/Truband phospher with 3250 lumen output.
Supplying and erecting approved make square parabolic recess / surface
mirror optic square / rectangular PL fitting suitable for 3 x 36 watts
compact Fluorescent lamp with Electronic Ballast having power factor >
0.98 & THD <10 fixed in false ceiling / on ceiling as per specification
number FG-IDF/MOF
Supplying & erecting approved make 1 x T8 40/36 watts white
stove enameled / powder coated box type Fluorescent fitting with 40
Watts. Electronic ballast power factor > 0.98 & THD <10 , fixed at
ceiling or on wall. As per specification number FG-IDF/BFF
Supplying & erecting approved make 1 x T8 40/36Watts with
white stove enameled/ powder coated industrial type Fluorescent fitting
with one 40 Watts Electronic Ballast having power factor > 0.98 & THD
<10 , fixed at ceiling or on wall as per specification number FG-IDF/INF
H : FANS
Supplying and erecting modular type electronic step regulator two
module ISI mark approved make duly erected on provided plate and box
Supplying and erecting Ceiling fan of 1200 millimeter sweep
complete erected in position as per specification number FG-FN/CF
3
1-11-34/26
4
/ AVAYA / Krone
1-12-1/26
/ AVAYA / LEGRAND / Krone / Amp / D-Systemax
2-1-12/29
THORNE / PHILIPS / Crompton Greves / GE
THORNE / PHILIPS / Crompton Greves / GE
Supplying and erecting Ceiling fan of 1400 millimeter sweep
complete erected in position as per specification number FG-FN/CF
2-6-4/41
Contractor
2-2-32/33
2-2-36/34
Slim energy saving channel suitable for FTL (T8)
and FTL (T5) lamps and Makes : THORNE / PHILIPS /
Crompton Greves / GE
2-2-44/34
Recess/ Surface mounted luminaire with unique dual
finish
louver system, suitable for FTL (T8) lamps and Makes :
PHILIPS / Crompton Greves / THORNE / GE
1-8-23/20
As
directed
by
Engineer-In-Charge
Make : Crompton Greves / ORIENT PSPO
2-6-3/41
As
directed
by
Engineer-In-Charge
Make
:
Cromption
Greves/
Orient
PSPO
Model : Crompton Greves- High speed, High breeeze /
ORIENT PSPO – New Breeze
As
directed
by
Engineer-In-Charge
Make : Cromption Greves / Orient PSPO
Model : Crompton Greves- High speed, High breeeze /
ORIENT PSPO – New Breeze
University Engineer
274
1
45
46
47
48
49
50
51
52
53
54
2
Supplying and erecting fresh air cum Exhaust fan of light duty 250
Volt Alternating Current(A.C.) 50 cycles 300millimeter 1400 Rotation
Per Minute(RPM) metallic body, plastic blades, wire mesh, duly erected
in an approved manner and marking Sr. number and date of erection.
Supplying and erecting fresh air cum Exhaust fan of light duty 250
Volt Alternating Current(A.C.) 50 cycles 225millimeter 1400 Rotation
Per Minute(RPM) metallic body, plastic blades, wire mesh, duly erected
in an approved manner and marking Sr. number and date of erection.
I : AIR CONDITIONING :
Supplying and erecting split type room Airconditioning unit 1.5 Tr
(Tons of Refrigeration) 5 star capacity 250Volt, 50 cycles, Alternating
Current(A.C.) supply having 1 Number of air handling unit hiwall / floor
mounting type complete at position as per specification number APAC/SAC
Supplying and erecting split type room Airconditioning unit 3 Tr
capacity 230 / 440 Volt, 50 cycles, Alternating Current(A.C.) supply
having 1 Number of air handling unit (Mega spilt) mounting type
complete at position as per specification number AP-AC/SAC
Supply and erecting cassette type Air Coditioner unit 3 TR (Tons of
Refrigeration) capacity 440V, 50 Hz, A. C. supply in an approvaed
manner.
Supply and erecting cassette type Air Coditioner unit 4 TR (Tons of
Refrigeration) capacity 440V, 50 Hz, A. C. supply in an approvaed
manner.
Supplying & erecting copper pipe suitable for refrigeration system having
22 guage thickness and inner diameter / size 35 millimeter complete.
Supplying & erecting copper pipe suitable for refrigeration system having
22 guage thickness and inner diameter / size 42 millimeter Complete.
Supplying and laying rigid
Polyvinylchloride(PVC) conduit 32
millimeter diameter to drain water with Polyvinylchloride accessories on
wall/ceiling as per specification Number: WG-MA/CON, para number
1.1.1
J : ELECTRICAL APPLIANCES
Supplying, erecting, testing and commissioning self contained water
cooler 230/250Volt 50 cycles nominal cooling capacity of 40 liters per
hour and storage capacity 80 liters. As per specification number APWCR/WC
Contractor
3
2-6-14/42
4
As directed by Engineer-In-Charge and
ALMONARD / Crompton Greaves / RR Kabel
2-6-15/42
ALMONARD / Crompton Greaves / RR Kabel
3-2-8/46
As directed by Engineer-In-Charge and Make: Bluestar /
Voltas / Carrier / LG / Samsung
3-2-12/47
As directed by Engineer-In-Charge and Make: Bluestar /
Voltas / Carrier / LG / Samsung
RA 01
3-2-18/47
Airconditioning unit
3TR capacity 230 Volt, 50
cycles, Alternating Current(A.C.) supply and Make:
Bluestar / Voltas / Carrier / Samsung / LG
Airconditioning unit
4TR capacity 230 Volt, 50
cycles, Alternating Current(A.C.) supply and Make:
Bluestar / Voltas / Carrier / Samsung / LG
3-2-19/47
3-2-21/47
As directed by Engineer-In-Charge .
3-3-3/48
Make:
EUREKA FORBES / BLUESTAR / TECHNOCOOL /
VOLTAS
RA 02
University Engineer
Make:
Make:
275
1
55
56
57
58
59
2
Supplying and erecting ultra violet water purifier with softener for safe
drinking water consisting of Ultraviolet germicidal tube of 8 Watts
capacity choke made of copper wire and two indicator lamps with output
of purified water 3 Liters/minutes with activated carbon filter and
softener operating on 230 Volt single phase Alternating current(A. C.)
supply.
K : INVERTER
Supplying, installing, testing & commissioning of 800 VoltAmpere
Digital pure sine wave Inverter based on IGBT technology single phase
230 Volt, 50 Hertz complete with 1 hour tubular battery backup as per
specification number AP-INV
L : SWITCH GEAR
Supply, Installation, Testing & commissioning of main LT panel
manufactured out of SWG 14/16 sheet. Fabrication in Iron angle frames
of reqd. Size .Aluminum busbar with colour coding heat shrinkable
sleeves on installation of insulators porcelain or Epoxy, neoprene
gaskets for doors , two quotes of redoxide paints & superior quality of
enamel paints. Hardware : mild steel nut bolt of required size and length,
mild steel hinges, self locked for doors , danger board in Marathi &
English, Panel foundation in mild steel Frame on trench. ( LT Panel
manufacture as per drawing Number TD/CLG/SLET/39)
Incomer
Supply, Installation, Testing & commissioning in main LT panelINCOMER :400Amperes Four Pole 50 Kilo Amperes, Microprocessor
based with built in LSIG Protection, Aux+ Trip contact, Shunt release,
Ext ROM, Spreaders
Main Panel Change over switch,400 Amperes, 4 Pole .
Contractor
3
3-5-3/48
4
As directed by Engineer-In-Charge and Make:
EUREKA FORBES / TATA SWACH / PUREIT /
VOLTAS
3-6-2/49
As directed by Engineer-In-Charge and Make: BAJAJ /
DBPOWER / VETRONICS / APC / EMERSON /
MICROTCH
RA 03
As directed by Engineer-In-Charge and Make: Global
Power System Engineers / Shree Engineering / Classic
Electric
RA 04 - CAT
Number:
CM93004OOOOAG
+ CM99804OOOO
+ CM99805OOOO
+ CM99861OOOO
+ ST98066OOOO
RA 05-CAT
Number CO44000OOOO
As directed by Engineer-In-Charge and Make:L& T /
SIEMENS
/
SCHNEIDER
- MICROPROCESSOR BASED.
As directed by Engineer-In-Charge and Make: L& T /
SIEMENS / SCHNEIDER
University Engineer
276
1
60
2
Outgoing: 250Amperes 4 Pole MCCB : Supply, Installation, Testing &
commissioning in main LT panel -250Amperes Four Pole 36 Kilo
Amperes, Microprocessor based with built in LSIG Protection, Aux+
Trip contact, Shunt release, Ext ROM, Spreaders.
61
100A 4 Pole MCCB : Supply, Installation, Testing & commissioning in
main LT panel -100Amperes Four Pole 36 Kilo Amperes,
Microprocessor based with built in LSIG Protection, Aux+ Trip contact,
Shunt release, Ext. ROM, Spreaders
62
Supplying, erecting & marking Single Pole MCB 6 Amperes to 32
Amperes B-series (for Lighting) in provided distribution board as per
specification numberSW-SWR/MCB
Supplying, erecting & marking Triple Pole MCB 6 Amperes to 32
Amperes in provided distribution board as per specification number
SW-SWR/MCB (20A TP)
Supplying, erecting & marking Triple Pole MCB 6 Amperes to 32
Amperes, C- series in provided distribution board as per specification
number SW-SWR/MCB
Supplying, erecting & marking Triple Pole Neutral MCB 40A to 63A,
C- Series in provided distribution board as per specification number
SW-SWR/MCB
Supplying & erecting triple pole and neutral distribution board
(TPNDB) surface / flush mounted, suitable for Single Pole MCB of 12
ways, on iron frame/laminated board. (Horizontal type) as per
specification
63
64
65
66
Contractor
3
RA 06 -CAT
Number:
CM92151OOOOAG
+ CM99804OOOO
+ CM99805OOOO
+ CM99830OOOO
+ CM92007OOOO
RA 07 -CAT
Number:
CM92153OOOOAG
+ CM99804OOOO
+ CM99805OOOO
+ CM99830OOOO
+ CM92007OOOO
5.3.3/65
4
SIEMENS
/
SCHNEIDER
5.3.14/65
As directed by Engineer-In-Charge and Make
:LEGRAND / HIGHER / NORTH -WEST/ SIEMENS /
L& T
As
directed
by
Engineer-In-Charge
and
Make:LEGRAND / HIGHER / NORTH -WEST / L& T
/ SIEMENS
As
directed
by
Engineer-In-Charge
and
Make:LEGRAND / HIGHER / NORTH -WEST /
SIEMENS / L& T / SIEMENS
As
directed
by
Engineer-In-Charge
and
/ SIEMENS
5-3-18/65
5-3-19/65
5.4.1/66
SIEMENS
/
SCHNEIDER
As
directed
by
Engineer-In-Charge
and
Make:LEGRAND / HIGHER / NORTH -WEST /
SIEMENS / L& T
University Engineer
277
1
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68
69
70
71
72
73
74
75
2
(TPNDB) surface / flush mounted, suitable for Single Pole MCB of 24
ways, on iron frame/laminated board. (Horizontal type) as per
specification number SW-SWR-MCBDB
(TPNDB) surface / flush mounted, TPNDB surface/flush mounted SP
(24 Poles)/TP 8 Poles MCB of 8 Ways(24 Poles)
on iron
frame/laminated board. (Vertical Busbar type ) as per specification
number SW-SWR-MCBDB
(TPNDB) surface / flush mounted, SP (36 Poles)/TP 12 Poles MCB of
12 Ways(36 Poles), on iron frame/laminated board. (Vertical Busbar
type) as per specification number SW-SWR-MCBDB
(TPNDB) with door surface/flush mounted SP (12 Poles) /TP (4Poles)
MCB of 4 ways (12 Poles) on iron frame/laminated board.(Vertical
type) as per specification number SW-SWR-MCBDB
Supplying and erecting blanking plate of suitable size on MCB DB(
Distribution Board )
Providing, erecting & commissioning RCCB only of electro magnetic
type with 20 Kilo Amperes breaking capacity of 16/25 Amperes 4 pole
complete as per specification number SW-RCCB/RCCB
Incomer RCCB, 40 Amperes, 4 pole-1 Nos.: Providing, erecting &
commissioning RCCB only of electro magnetic type with 20 Kilo
Amperes breaking capacity of 40 Amperes 4 pole complete as per
Incomer RCCB, 63 Amperes, 4 pole-1 Nos. : Providing, erecting &
commissioning RCCB only of electro magnetic type with 20 Kilo
Amperes breaking capacity of 63 Amperes 4 pole complete as per
Incomer RCCB, 100 Amperes, 4 pole-1 Nos: Providing, erecting &
commissioning approved make RCCB of electro magnetic type with 20
Kilo Amperes breaking capacity of 100 Amperes 4 pole complete as per
Contractor
3
5.4.2/66
4
As
directed
by
Engineer-In-Charge
and
/ SIEMENS
5.4.5/66
As
directed
by
Engineer-In-Charge
Make:LEGRAND / HIGHER / NORTH -WEST
5.4.6/67
LEGRAND / HIGHER / NORTH -WEST / L& T /
SIEMENS
5.4.10 /67
LEGRAND / HIGHER/ NORTH -WEST / L& T
5-4-24/68
LEGRAND / HIGHER / NORTH -WEST
SIEMENS
SIEMENS
5.6.4/69
5.6.5/69
and
5.6.6/69
SIEMENS
5.6.8/70
SIEMENS
University Engineer
278
1
76
77
78
79
80
81
82
2
Supplying and erecting iron work for panel board or other purposes
complete with bending, cutting, drilling and welding complete erected at
the position with necessary materials duly painted with one coat or red
oxide and two coats of enamel paint to match the switchgears or as per
directions by the authority (Size of angle /flat/channel iron to be
specificied in estimate)
M : CABLE
Supplying & erecting Polyvinylchloride(PVC) armoured cable 4 core 16
square millimeter aluminum conductor with continuous 5.48 square
millimeter (12 SWG) Galvanized Iron earth wire complete erected with
glands & lugs on wall/trusses/pole or laid in provided trench/pipe as per
specification number CB-LT/AL
Supplying & erecting Polyvinylchloride(PVC) armoured cable 3.5 core
35 square millimeter aluminium conductor with continuous 5.48 square
Supplying & erecting Polyvinylchloride(PVC) armoured cable 3.5 core
70 square millimeter aluminum conductor with continuous 8.35 square
square millimeter copper conductor with continuous 5.48 square
millimeter(12 SWG) Galvanized Iron earth wire complete erected with
square millimeter copper conductor with continuous 5.48 square
N : EARTHING
Supply installation & erection of bore type earthing having Galvanized
Iron rod 2 Meter long 80 millimeter diameter In the boring size of 100
millimeter diameter 2.5 long depth in a electro powder solution of 40
kilogram After saturation period i.e. 72 hours the result of earthing
should be 0.5 to 1.00 ohms.
Contractor
3
6.1.19/77
4
7.1.16 /83
As directed by Engineer-In-Charge
FINOLEX / KEI / RAVIN / RR Kabel
and
Make:
7.1.18 /83
and
Make:
7.1.20/83
FINOLEX / KEI / RAVIN
and
Make:
7.2.9/85
and
Make:
7.2.10/85
and
Make:
RA 08
As directed by Engineer-In-Charge and Make: FAST
ELECTRODE / ATHRVA / SEEMA(BHUSHAN
BOREWELLS)
University Engineer
279
1
83
84
85
2
Supplying & erecting galvanized cast iron earth plate size 60 x 60 x 0.6
centimeters buried in specifically prepared earth pit so as to keep top of
earth plate 1.5 meter below ground level with 40 Kilogram with
alternate layers Charcoal and salt with 19 millimeter diameter
Galvanized Iron pipe with funnel with a wire mesh for watering and
brick masonry block Cast Iron cover complete as per para 9 of I.S 1987
with necessary length of double Galvanized Iron earth wire number 6
SWG bolted with lug to the plate and covered in 12 millimeter diameter
Galvanized Iron pipe 2.5 meter long complete connected to the nearest
switchgear with end socket as per directions and duly tested by earth
tester and recording the results. As per specification number EA-EP.
Supplying & erecting Galvanized Iron(G.I.) strip of required size used
for earthing on wall and / or any other necessary Galvanized Iron clamps
fixed on wall painted with bituminous paint in an approved manner Joint
required as per specification number (EA-EP)
O : DIESEL GENERATOR :
Supplying, Erecting and Commissioning of Diesel generating set with
AMF Panel with alternator of 62.5 kilovolt Amperes output continuous
rating, 3 Phase, 415 Volt, 50cycles 0.8 power factor Alternating current
(A.C.) a totally enclosed air cooled multy cylinder diesel engine
developing suitable BHP(British Horse Power) at 1500 Rotation Per
Minute(RPM) with 10% overload for 1 hour in 24 hours with standard
accessories, self excited self regulated, screen protected alternator with
static excitation system running at 1500 Rotation Per Minute as per IS
4722-1968 with voltage regulation +/- 5 % .Both the engine and
alternator direct coupled on a comilimeteron fabricated steel base plate
with anti vibrating pad with control panel comprising of standard
meters, switchgears, indicators connected with suitable wires / cables.
The complete set enclosed in Acoustic enclosure made of 18 SWG Cold
Rolled Closely Annealed(CRCA) Sheet, sound absorbing material,
Rockwool covered from inside with ¾ millimeter holes perforated sheet
to restrict sound level upto 75 decibel at 1.0 meter. The engine with first
filling of oil, diesel etc. obtaining necessary approval from Electrical
Inspector as per specification number GEN-DG
Contractor
3
9.1.3/106
4
9.2.3/106
11-1-10/118
CUMILIMETERINS / KIRLOSKAR GREEN /
MAHINDRA / POWERTECH
University Engineer
280
1
86
87
88
89
90
91
92
93
94
2
P : FIRE FIGHTING AND FIRE DETECTING SYSTEM :
Providing round bottom FIRE Bucket of 9 Liters capacity as per IS:
2546 made out of 24 gauge Galvanized Iron sheet with extra handle at
bottom duly painted white inside and red outside with FIRE marr, on
provided stand/wall hook.
Providing floor mounting stand for keeping 4 numbers of FIRE buckets
1500 millimeter in length,900 millimeter in height frame made out of
30x30x4 millimeter Angle iron with cross supports for legs, welded with
4 hooks and duly painted with one coat of red lead and two coats of
silver paint.
Supplying standard first aid box with necessary antiseptic cream,
medicine for use on wounds due burn, creepe bandage, gauge bandage,
medicated ready to use bandage (Band aid) adhesive tape for medicinal
use, scissors, anti -septic solution (Savlon or similar )etc.
Supplying and fixing Polyvinylchloride(PVC) synthetic elastomer
electrically insulating mat with class B insulation conforming to IS:
15652-2006 having 2.5 millimeter thickness upto 11Kilowatts.
Supplying and erecting Dry Chemical Powder(D.C.P.) type fire
Extinguisher 5 Kilogram capacity cartridge type with Gun Metal cap
150 gram CO2 gas cartridge, powder and brackets conforming to IS
2171 and complete erected with necessary clamps made from 50x6
millimeter Mild Steel(M.S.) flat with nuts & bolts grouted in wall
complete.
Supplying, erecting and testing optical type smoke detector complete on
box as per specification numberFF-FAS/SD
Supplying & erecting four wire conventionally single ended reflected
type beam smoke detector with 8 receiver. The range of smoke detector
is max 325 feet.
Supplying, erecting , testing and commissioning Manual call point (Pill
box) with break glass push button in metal enclosure complete as per
specification numberFF-FAAS/MCP
Supply and erecting hooters with Cold Rolled Closely Annealed(CRCA)
enclosure complete as per specification NumberFF- FAAS/HTR
Contractor
3
4
10.2.24 /113
As directed by Engineer-In-Charge and Make: SFS
INDIA/PUNE CORP.
10.2.25 /113
As directed by Engineer-In-Charge and Make: SFS
INDIA / PUNE CORP.
10.2.27 /114
10.2.31/114
As directed by Engineer-In-Charge and Make :
SANGHVI MILL STORES / SUPER SAFETY
SERVICES / LAXMI RUBBER INDUSTRIES.
As directed by Engineer-In-Charge and Make:DELUXE/UNIQUE
SAFETY
SOLUTIONS/SUPER
SAFETY SERVICES / RAKSHAK SECURITY
SYSTEMS.
10.2.34 /114
13.9.2 /140
13.9.3/140
13.10.1/140
13.10.2 /140
As directed by Engineer-In-Charge and Makes : HIREN
INDUSTRIAL CORP./ DACCESS SECURITY
SYSTEM / SECURITY N POWER SOLUTIONS.
CHECKMET SECURITY SYSTEM / FIREFIGHTING
ENTEPRISES LTD/ SUJAY FIRE &SAFETY EQUIP.
CHECKMET SECURITY SYSTEM / ZICOM
ELECTRONICS SECURITY SYSTEM / DEACCESS
SECURITY SYSTEM
As directed by Engineer-In-Charge and Makes : SUPER
SAFETY
SERVICES
/
SONY
COMILIMETERUNICATION
/
VARSHA
ENTERPRISES
University Engineer
281
1
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96
97
98
99
100
101
2
Supplying & erecting Polyvinylchloride(PVC) armoured cable 4 core
1.5 square millimeter Fire Retardant Low Smoke(FRLS) Copper
complete erected on wall/ ceiling as per specification numberCB-LT/CU
Supplying & erecting ,testing and commissioning the 2 zones
microprocessor based conventional fire alarm control panel (FACP) with
standard accessories complete as per specification number
Note:
Increase over all rate by 25% for additional zone as per requirement The
rate is for seven Zone Control panel.(Basic rate Rs.11742+ Additional
rate for 05 Zones is Rs.14677.50 as per above note.)
Q : SIREN :
Supplying and erecting weather shade for covering siren motor, made of
1.25 millimeter(18 SWG) Mild Steel sheet / Polyvinylchloride(PVC)/
Fiberglass Reinforced Plastic(FRP) sheet duly painted as per
specification number SRN-AS/WS
Supplying & erecting of 3.25 kilometer range Siren single phase
220/250 Volts Horizontal double mounting type 1/2 Horse Power 6000
Rotation Per Minute(RPM) 50 cycles Alternating Current(A.C.)
complete with adjustable foundation. As per specification number SRNAS/SM
Providing in position C.C. foundation (1:2:4) with plastering for Siren
motor of size 60 X 60 X 20 centimeters. with foundation nuts and bolts
of required size & strength of the terrace of the building with 1.2
centimeters thick hard rubber sheet packing provided in between the
foundation and motor base to minimize the jerks and vibration to the
slab with teak wood frame etc.
R : CABLE TRAY
Perforated cable trays made out of 2 millimeter thick galvanized steel
runners and slotted rungs. Perforated cable trays type G shall be made
out of 2 millimeter thick perforated sheet
Contractor
3
13.10.5 /141
4
FINOLEX / LAPP / RR Kabel / Techno - Flux
13.10.6/141
13.10.7 /141
13.10.14/141
RADICAL TECNOCRAT/ DIGICON ENGINEERS/
CEASE FIRE & ELECTRICAL SERVICES.
15-1-1/147
15-1-11/147
As directed by Engineer-In-Charge and Makes :SUPER
SAFETY
SERVICES/
SONY
COMILIMETERUNICATION/
VARSHA
ENTERPRISES
15-1-12/147
University Engineer
282
1
102
103
104
105
106
107
108
109
110
111
2
200 millimeter Width x 50 millimeter Height
Perforated type with
cover
300 millimeter Width x 50 millimeter Height
Perforated type
with cover
Cable tray Support including 10 millimeter fastener, 10 millimeter Mild
Steel rod with both side threaded cable support angle 30x30x3
millimeter fixing in proper way with nut bolt or 30x30x3 millimeter
angle supports for wall mounting tray.
S : LIGHTNING ARRESTOR :
Supply, erection of Lightning Arrestor of ESE lightning arrestor when
mounted at height of 5 meter giving radius of protection for 109 meter
radius for high level protection level 1 make tercel Model TZ-90 StdNFC 17-102
Supply of 2 digit Tercel Transient event counter
Supply of necessary mounting structure Galvanized Iron MAST (5
meter length) with Base plate.
Supply of 50 square millimeter copper cable.
Supply of guy rope, insulators clamps
Connector
Labour charges for installation of Tercel lightning arrestor system
Contractor
3
----------------------
--------
4
As directed by Engineer-In-Charge and Makes : SHREE
ENGINEERING / CLASSIC ELECTRIC/ELCON
---------------
As directed by Engineer-In-Charge and Make :TERCEL
MAKE –TZ-90 / DMSGI MAKE /INDELEC,
FRANCE,
( 2ND GENERATION )
-----------------------------
University Engineer
283
FIRE FIGHTING SYSTEM
TECHNICAL SPECIFICATIONS
FIRE FIGHTING
Main Fire Pumps (Single Stage Centrifugal) (FF-MFP/SSC)
Main Fire Pumps (Multi Stage Centrifugal) (FF-MFP/MSC)
Jockey Pumps (FF-MFP/JP)
Booster Pumps (FF-MFP/BP)
General:
Fire safety in building has become very important consideration in construction and maintenance. A normal
office building has fire load in the form of large quantity of papers and furnishing. Building like Hospitals,
Laboratories, Auditorium, Libraries, and Museum etc. require fire safety provisions by virtue of their type of
occupancy and importance irrespective of their height. The design and installation of a fire fighting system is
of utmost importance. The fire fighting installation on completion will have to be got-cleared from the local
fire fighting authorities (Fire Service) for its efficacy, suitability and usability by the Fire Service in the event
of a fire.
Following types of water based fixed fire fighting installations are normally provided in buildings:
Wet Riser.
Down Corner.
Automatic Sprinkler.
The design of fire fighting system for a building shall base as per the provisions in National Building Code
of India(Part IV) (Amended up to date) and also considering the provisions in the Development Control
Rules of local body/authority. The operating pressure of individual hydrant shall be between 5.5 kg/cm2 to
3.5 kg/cm2 and the operating pressure of the furthest level hydrant from main pump shall be minimum 3.5
kg/cm2.
The pipeline will be designed in such a way that It should be possible to get discharge at any location.
Specifications:
This part deals with the specifications of following pumps:
Main Fire Pumps (Single Stage)
(FF-MFP/SSC)
Main Fire Pumps (Multi Stage)
(FF-MFP/MSC)
Jockey Pumps
(FF-MFP/JP).
Booster Pumps
(FF-MFP/BP)
Scope:
Supplying, installing, testing, perfect aligning, proper leveling and commissioning of Fire service
main/jockey/single stage pumps having specified discharge and head with required HP or similar to with
minimum parameters, confirming to IS: 1520 with specified size of suction and delivery pipes, coupled with
squirrel cage A.C.induction motor. The pump set shall be erected in alignment on cement concrete
foundation. The Main Fire Pumps should be able to deliver minimum operating pressure of 3.5 kg/cm2 at
highest and farthest hydrant.
Selection of Main Fire Pumps (Single & Multi Stage Centrifugal type) shall be as per Table No.13.1/1, &
13.1/2 and, whereas the selection of Jockey pump (Centrifugal type) & Booster Pump (Centrifugal type)
shall be as per Table No.13.1/3 & 13.1/4 respectively.
Contractor
University Engineer
284
Material:
Pump Body:
The centrifugal pumps shall conform to IS 1520. The pump casing shall be of heavy section close grained
cast iron and designed to withstand 1.5 times the working pressure. The casing shall be provided with shaft
sea arrangement as well as flanges for suction and delivery pipe connections as required.
Impeller:
The impeller shall be of bronze. This shall be shrouded type with machined collars. Wear rings, where fitted
to the impeller, shall be of the same material as the impeller. The impeller surface shall be smooth finished
for minimum frictional loss.
The impeller shall be secured to the shaft by a key.
Shaft:
The shaft shall be stainless steel EN-8/G-40 and shall be accurately machined. The shaft shall be balanced to
avoid vibration at any speed within the operating range of the pump.
Shaft Sleeve:
The shaft sleeve shall be of bronze.
Bearing:
The bearing shall be of stainless steel and of ball or roller type suitable for duty involved. These shall be
grease lubricated and shall be provided with grease nipples/cups. The bearings shall be effectively sealed
against leakage of lubricant or entry of dust or water.
Shaft Seal:
The shaft seal shall be mechanical type so as to allow min. leakage. A drip well shall be provided beneath the
seal.
Motor:
Suitable HP squirrel cage induction motor, TEFC (totally enclosed fan cooled) synchronous speed 2900
RPM, suitable for operation on 415 V,3 phase, 50 Hz, AC with IP 55 protection for enclosure, horizontal foot
mounted type with Class-„F‟/insulation, conforming to IS-325.
Body: Cast iron
Rotor Shaft: Stainless steel
Bearing : Refer specification for bearing under Pump above.
Winding: Class „F‟ insulated copper winding.
Base Plate: Fabricated from Mild Steel, Foundation bolts etc.
Cement Concrete Foundation: Cement, Sand, and Water, in 1:1 1/2:3 ratio.
Anti Vibrating Pads: Made from high quality rubber of specified grade and Strength.
Hardware : Mild Steel
Method of Constructions:
The surface of the pump foundation should be chipped with pneumatic hammer or sharp pointed chisel. The
teak wood box of appropriate size shall be placed and filled with cement concrete in 1:1 ½ :3 ratio with 20 to
25 mm stone metal and required size and strength of foundation nut & bolts. The necessary curing &
finishing shall be done in approved manner. The M.S. fabricated base plate of suitable size & strength
should be fixed with anti-vibration rubber pads. Proper leveling and alignment shall be observed before
tightening of foundation bolts. Both the pump and motor shall be placed on common base plate frame with
perfect alignment, proper leveling. The pump should be connected to pipeline with M.S. flanges, gaskets, nut
bolt etc and shall be checked for the leakages. The coupling guard shall be provided with nut bolts of
required size. The pump shall be tested for 3.5 kg/cm2 pressure at highest & farthest point of the building for
minimum 2 hours. The necessary test certificate from manufacturer of pump and motor shall be produced.
The motor should have efficiency more than 90% and power factor above 0.80.
Contractor
University Engineer
285
Mode of Measurement:
Executed quantity shall be measured on number basis.
Table No.13.1/1 Fire Fighting pump (Single Stage Centrifugal)
Capacity
HP
30
50
75
in
Speed in RPM
2900
2900
2900
Discharge
LPM
1400
1800
2400
in
Head in metre
56
76
76
Suction/Delivery
Size in mm
80/65
80/65
100/80
Table No.13.1/2 Fire Fighting Pump (Multi Stage Centrifugal)
Capacity
HP
30
50
75
75
120
in
Speed in RPM
1450
1450
1450
1450
1450
Discharge
LPM
1400
1800
2400
2800
2800
in
Head in metre
56
76
88
76
105
Suction/Delivery
Size in mm
80/65
100/80
125/100
125/100
150/125
Table No.13.1/3 Jockey Pump (Centrifugal Type)
Capacity
HP
15
20
in
Speed in RPM
2900
2900
Discharge
LPM
240
240
in
Head in metre
56
105
Suction/Delivery
Size in mm
50/32
50/32
Table No.13.1/4 Booster Pump (Centrifugal Type)
Capacity
HP
7.5
10
in
Speed in RPM
2900
2900
Discharge
LPM
450
468
in
Head in metre
35
40
Suction/Delivery
Size in ,mm
50/32
50/32
Fire Fighting Pump (Single Stage Centrifugal)
Capacity
HP
40
in
Speed in RPM
2900
Discharge
LPM
1420
in
Discharge
LPM
180
in
Head in metre
60
Suction/Delivery
Size in ,mm
100/80
Jockey Pump (Centrifugal Type)
Capacity
HP
10
Contractor
in
Speed in RPM
1450
Head in metre
60
Suction/Delivery
Size in ,mm
80/54
University Engineer
286
Diesel operated fire services stand by pump:
Scope:
Supply, installation, testing & commissioning of fire pump of required stages having specified discharge and
head with min. HP or equivalent for design parameters. Submersible pump sets shall be manufactured in
accordance with IS 8034 specifications.
Material:
Battery : 12 V,21A, maintenance free dry battery
Motor body: Cast iron suitable for 16 bar pressure
Fuel Tank: 200 Liters Capacity
Base plate: Fabricated from Mild steel, Foundation bolts etc.
Mode of Measurement: Executed quantity shall be measured on number basis.
Discharge in LPM
1620
Head in meter
60
Delivery Size in mm
125/100
Main Fire Pumps (Submersible)
(FF-MFP/SBM)
Jockey Pumps
(FF-MFP/JP)
Specification No.
1. Main Fire Pumps
(FF-MFP/SBM)
2. Jockey Pumps
(FF-MFP/JP)
Scope:
Supply, installation, testing & commissioning of fire pump (Submersible) of required stages having specified
discharge and head with min. HP or equivalent for design parameters. Submersible pump sets shall be
manufactured in accordance with IS.8034 specifications.
Selection of Main Fire Pumps (Submersible type) shall be as per Table No.13.1/5.
Material:
Pump Bowls 8a casings: Closed grained C.I. coated with special Epoxy resin paint or high corrosion
resistance.
Impeller: Made form Gun metal & dynamically balanced for smooth and silent operations.
Strainer: Stainless steel
Bearing Bushes : Lead bronze
Bearing Sleeves: High quality stainless steel
Pump shaft: High quality stainless steel & dynamically balanced for smooth and silent operations.
Motor body: Cast iron
Rotor shaft: High quality stainless steel & dynamically balanced for smooth and silent operations.
Stator Housing: MS Seamless tube.
Thrust bearing: Bronze Thrust bearing plate: High Quality fiber sheet
Windings: PVC insulated copper.
Method of Construction:
The provided M.S. frame shall be erected at inclined level at bottom of sump in rigid manner. The
submersible pump shall be erected on this frame & shall be clamped properly & shall be connected to
delivery pipe line with M.S. flanges, gaskets , nut-bolts, water level guard connections, etc. The pump shall
be checked for the leakages. The proper electrical connection shall be made. The pump shall be tested for 3.5
kg/cm. Pressure at highest & furthest point building for minimum 2 hours. The test certificate from
manufacturer of pump and motor shall be submitted. The motor should have efficiency more than 90% and
power factor above 0.80.
Contractor
University Engineer
287
Mode of Measurement: Executed quantity shall be measurd on number basis.
Table No.13.1/5 Fire Fighting Pump (Submersible pump)
Capacity
in
Speed in RPM
Discharge in
Head in metre
HP/No.
Of
LPM
stages
30/2
2900
1400
56
45/3
2900
1800
76
75/5
2900
2400
88
30/2
2900
1800
56
105/7
2900
2800
105
60/4
2900
2800
76
Delivery Size
in mm
130
130
HYDRANT
Material:
The galvanized iron pipes shall be of type and diameter as specified and comply with I.S. 1239-1973 and
1969 for the specified type. The specified diameter of the pipes shall refer to the inside diameter of the bore
pipes. The fittings of which the galvanizing has been damaged shall not be used. For the fire fighting works,
the C class pipes and accessories shall be used.
Anti-Corrosive Protection On Under Ground Pipe:
Corrosion protection tape shall be wrapped on M.S. Pipes to be buried in ground. This corrosion protection
tape shall comprise of coat tar/asphalt component supported on fabric of organic or Inorganic fiber and
minimum 4 mm. thick and conform to requirement of IS:10221-Code of practice for coating and wrapping of
under ground mild steel pipe line. Before application of corrosion protection tape all foreign matter on pipe
shall be removed with the help of wire brush and suitable primer shall be applied over the pipe thereafter.
The primer shall be allowed to be dry until the solvent evaporates and the surface becomes tacky. Both
primer and tape shall be furnished by the same manufacturer. Corrosion protection tape shall then be would
around the pipe in spiral fashion and bounded completely to the pipe. There shall be no air pocket or bubble
beneath the tape. The overlaps shall be 15mm. And 250mm. shall be left uncoated on either end of pipe to
permit installation and welding. This area shall be coated and wrapped after the pipe line is installed.
The taps shall be wrapped in accordance with the manufacturer‟s recommendations. If application is done in
cold weather, the surface of the pipe shall be pre-heated until it is worm to touch and traces moisture are
removed and then primer shall be applied and allowed to dry. No joint shall be located in the thickness of the
walls. If the pipe is required to be cut and the end threaded, the burns of the cut end shall be filled smooth
and any obstruction in the bore shall be entirely eliminated. The rate includes wastage in cutting etc. When
the pipe is to be fixed to walls it shall be fixed with standard bracket, clips or holder bates keeping the pipe
about 12mm clear of the wall. The pipe shall be fixed to the wall horizontally and vertically and parallel to
one another when more than one pipe is laid unless unavoidable. The supporting clips, etc. for the pipe shall
be spaced at about two meters or so as necessary. When holes are not left during construction they shall be
cut into the wails or slabs, etc., to pass the pipe through or to fix clamps, etc., after fixing of the pipes, clamps
etc., these shall be neatly made good.
Pressure Testing:
All piping shall be tested to hydrostatic test pressure of at least one and a half times the maximum operating
pressure, but not less than 10 kg/cm2 for a period not less than 24 hours. All leaks and defects in joints
revealed during the testing shall be rectified to the satisfaction of the Engineer-in-Charge. Piping repaired
subsequent to the above pressure test shall be retested in the same manner. System may be tasted in sections
and such sections shall be securely capped. Pressure gauges may be capped off during pressure testing of the
installation.
Method of Construction:
Contractor
University Engineer
288
Galvanized iron pipes of specified diameter and type and galvanized iron fittings with ERW shall be erected
on MS angle support with one coat of red oxide primer and two coats of post Office fire red enamel paint
duly tested to 1.5 times of working pressure. Excavating and back filling trenches including dewatering,
cutting through wails, floor, etc. and making site good. Laying, jointing, and fixing the pipe with fittings
including cutting pipes, wastage and threading the ends. At all the road crossings the pipes shall be laid lower
than the crust of the road. During excavation if, any other service pipes (Water ,electric, telephone, etc.)
come across, these shall be carefully protected and supported. Any damages done shall be made good. The
pipe shall be laid on a well compacted bed in the trench.
The trench after laying the pipe shall be refilled except at the joints in layers and manually rammed. Care
shall be taken to see that no earth, etc., gets inside the pipes. The filling shall be kept raised by about 5 cm.
for subsequent settlement Bedding and cushioning of murum, good earth, or sand shall be provided for the
pipe in case of trench through rock. The trench at the joints shall be filled similarly after satisfactory testing
of the pipe. Any surplus excavated stuff shall be disposed of satisfactorily without causing nuisance.
Mode of Measurement:
Measurement shall be for one metre of each type and diameter of pipe laid complete with fittings, clamps,
etc., as specified. The lengths shall be measured net on the straight and bends along the center line of the
pipes and fittings correct upto „a‟ cm.
VALVES:
(FF-VL)
Foot Valve with Strainer (-ve suction):
Specification No. (FF-VL/FV)
Scope:
Supplying and installing cast iron foot valve of specified diameter with stainer conforming to IS:4038 with
Gun metal seat (flapper), nut bolts
Contractor
University Engineer
289
FORMS OF STORE
Contractor
University Engineer
290
flesaVph vkod o [ki
;kapk fg’kksc n’kZfo.kkjh uksna ogh dz- 1
dkekps ukoa %
ekxhy lIrkgkiklwu dkekP;k fBdk.kh vlysyh f’kYyd
vkod vkf.k [ki ;kapk fg’ksc
fnukad
xkMh
dzekad
da=kVnkjkph lgh
Contractor
izkIr flesVa ps
otu
okijysY;k
flesaVps otu
fnolkP;k v[ksjhl
f’kYyd flesaVps
out
vfHk;aR;kph lgh
University Engineer
291
uksna ogh Ø- 2
fujfujkGÓkk ckchaoj vkBoMÓkke/;s mi;ksxkr vk.k.ks vko’;d vlysys
ifjek.k ;kaph rqyuk nk[ko.kkjs dks"Vd
vkBoMÓkke/;s dsysY;k dkekps ,dw.k vankts ifjek.k
1½
2½
3½
Contractor
No. of Corrections
University Engineer
----------------------------------------- jksth lai.kkÚ;k vkBoMÓkklkBh xks"kokjk
vdz-
Ckkchaps ukao
1
2
Contractor
Contractor
dsysY;k dkekps
vankts ifjek.k
okij.ks vko’;d okijko;kl izR;{k
vlysys flesVa ps
gos
okijysys
ifjek.k@iksR;ke/;s vlysY;k flesVa ps
¼iksR;kP;k izR;sd
flesVa ps
,dw.k
,dw.k
ifjek.k
ifjek.k ,deku la[;sr½ es-Vu
ifjek.k
es- Vu
es- Vu
3
4
No. of Corrections
5
6
7
University Engineer
University Engineer
292
MkW-ckGklkgsc lkoar dksd.k d`f"k fon;kihB nkiksyh rkyqdk nkiksyh
ftYgk jRukfxjh
iksyknkph vkod o [ki
;kapk fg’kksc n’kZfo.kkjh uksna ogh dz- 1
dkekps ukoa %
ekxhy lIrkgkiklwu dkekP;k fBdk.kh vlysyh f’kYyd
vkod vkf.k [ki ;kapk fg’ksc
fnukad
xkMh
dzekad
izkIr iksyknkps
otu
okijysY;k
iksyknkps otu
fnolkP;k v[ksjhl
f’kYyd iksyknkps
otu
1
2
3
4
5
,dw.k
da=kVnkjkph lgh
Contractor
vfHk;aR;kph lgh
University Engineer
293
MkW-ckGklkgsc lkoar dksd.k d`f"k fo|kihB nkiksyh
uksna ogh dz- 2
fujfujkGÓkk ckchaoj vkBoMÓkke/;s mi;ksxkr vk.k.ks vko’;d vlysys
iksyknkps ifjek.k o izR;{kkr mi;ksxkr vk.kysys ifjek.k ;kaph rqyuk nk[ko.kkjs
dks"Vd
vkBoMÓkke/;s dsysY;k dkekps ,dw.k vankts ifjek.k
1½
2½
3½
Contractor
Contractor
No. of Corrections
University Engineer
University Engineer
294
MkW ckGklkgsc lkoar dksd.k d`f"k fon;kihB nkiksyh rkyqdk nkiksyh ftYgk
jRukfxjh
uksanogh dz- 3
----------------------------------------- jksth lai.kkÚ;k vkBoMÓkklkBh xks"kokjk
vdz-
Ckkchaps ukao
1
2
Contractor
Contractor
dsysY;k dkekps
vankts ifjek.k
okij.ks
okijko;kl izR;{k
vko’;d
gos
okijysys
vlysys
vlysY;k iksyknkps
iksyknkps
iksyknkps
,dw.k
,dw.k
ifjek.k
ifjek.k ,deku ifjek.k es-Vu
ifjek.k
es- Vu
es- Vu
3
4
No. of Corrections
5
6
7
University Engineer
University Engineer
295
THEORETICAL
CONSUMPTION OF
MATERIAL
Contractor
University Engineer
296
THEORITICAL REOUIREMENT OF MATERIALS
BUILDINGS.
EXCAVATION
Item
Unit
Rubble in
M3
Over Size
metal in
M3
Sand
in
M3
Quarry in
spaul in
M3
Providing trap rubble spoiling 15 to
20 cm thick
Providing soiling using 80mm over
size trap metal
M3
1.00
--
--
0.20
M3
--
1.00
0.15
--
Sr.
No.
1
2
PILE FOUNDATION
Sr.
No.
1
2
Item
Unit
M25 RCC Cast in Situ Bored Piles
M30 RCC Cast in Situ Bored Piles
M3
M3
Cement
Bags
7.50
8.00
Sand in M3
0.45
0.45
PLAIN CEMENT CONCRETE AND REINFORCED CEMENT CONCRETE
Sr. No.
Item
Unit
Cement
Bags
Screened
Sand in
M3
Coarse Aggreate
40mm 20mm
12/10
in M3
in M3 mm in
M3
0.90
---
1
Plain cement concrete
1:5:10
M3
2.60
0.470
2
1:4:8
M3
3.40
0.470
0.90
0.00
0
3
1:3:6
M3
4.40
0.445
0.56
0.24
0.11
4
1:2:4
M3
6.27
0.445
--
0.57
0.28
5
M-10 Grade Cement
Concrete
M3
4.40
0.445
0.56
0.24
0.11
6
7
8
M-15 Grade PCC
M-20 Grade PCC
M-15 Grade Cement
Concrete (RCC)
M3
M3
M3
6.27
7.00
6.27
0.445
0.445
0.425
0.00
0.00
0.00
0.57
0.57
0.57
0.28
0.28
0.28
9
M-20 Grade Cement
Concrete (RCC)
M3
7.00
0.425
0.00
0.57
0.28
10
M-25 Grade Cement
Concrete (RCC)
M-30 Grade Cement
Concrete (RCC)
M3
7.50
0.425
0.00
0.57
0.28
M3
8.00
0.425
0.00
0.57
0.28
11
Contractor
University Engineer
297
BRICK MASONARY
Item
Unit
Cement
Bags
Second class brick work in CM 1:6 in
foundation and plinth of inner wall / external
wall.
Second class brick work in CM 1:6 in
superstructure
Second class brick works in CM 1:4 with 6mm
diameter M. S. Bars in half brick walls.
masonary in CM 1:4 for pillars rectangular in
shape
Second class brick masonary in CM 1:4 for
pillars rectangular in shape
Second class brick masonary in CM 1:4 for
pillars Curved in shape
Second class brick masonary coping in in CM
1:6
M3
1.42
Screened
Sand in
M3
0.320
M3
1.42
M3
Sr.
No.
1
2
3
4
5
6
475.00
M. S.
Bars in
Kg.
0.00
0.320
475.00
0.00
0.22
0.034
475.00
1.76
M3
2.60
0.250
475.00
--
M3
2.60
0.250
475.00
--
M3
1.24
0.250
475.00
--
Trap
Rubble
in Nos
1.16
Corner
/ Quins
in Nos
2.00
Bricks
in Nos
STONE MASONARY
Sr.
No.
1
2
3
Item
UCR Masonary in CM 1:6 in foundation
and plinth of inner walls / external walls
UCR Masonary in CM 1:6 in Super
structure
Random rubble masonary IInd sort in CM
1:6 in superstructure
Sr. No.
4
5
6
Contractor
Item
CR Masonary 2nd
sort in CM 1:6 in
Plinth
CR Masonary 2nd
sort in CM 1:6 in
Superstructure
CR Masonary 1st
sort in CM 1:6 in
Superstructure and
pillars
M3
1.77
Screene
d Sand
in M3
0.350
M3
2.05
0.350
1.16
2.00
M3
2.05
0.350
1.16
2.00
Unit
Unit
M3
Cement
Bags
Screened Trap
Corner Trap
Cement
Khandkis
Sand in
Rubble / Quins header
Bags
in Nos
M3
in M3
in Nos in Nos
1.50
0.300
0.35
2.00
7
50
M3
1.50
0.300
0.35
2.00
7
50
M3
1.50
0.300
0.35
2.00
7
50
University Engineer
298
Sr. No.
Item
7
Laterite masonary in CM 1:6 in
foundations
Laterite masonary in CM 1:6 in
superstructures
8
M3
1.20
Screened
Sand in
M3
0.210
M3
1.20
0.210
Cement
Bags
Unit
Laterite Stone
45 x 30 x 20 cm
in Nos
45.00
45.00
WATER PROOFING TREATMENT
Sr. No.
1
2
3
4
5
6
Course Aggtregate
20mm
12/10m
in M3
m in M3
0.033
0.011
Unit
Cement
Bags
50mm thick damp proof
coares in CC 1:2:4
20mm integral finishing in
CM 1:3
W.P. to terrace 112 mm thick
M2
0.32
Screened
Sand in
M3
0.022
M2
0.20
0.020
0
0
M2
0.71
0.09
0
W.P. of BB coba to water
closet
20mm thick water proof
plaster in 1:3 for dado
25mm thick water proof
bedding in CM 1:3
M2
2.20
0.23
Brick
Bat 0.10
0
M2
0.22
0.03
0
0
M2
0.27
0.02
0
0
Item
0
PLASTERING AND POINTING
Screened
Fine
Sand in Aggregate
M3
in M3
0.0076
0.00
0.0076
0.00
0.015
0.00
0.015
0.00
0.015
0.00
0.024
0.00
0.025
0.00
0.025
0.00
0.031
0.00
0.033
0.00
0.021
0.012
0.021
0.012
Sr. No.
Item
Unit
Cement
Bags
1
2
3
4
5
6
7
8
9
10
11
12
6mm Plaster in CM 1:4
6mm Plaster in CM 1:3
12mm plaster in single coat in CM 1:5
20mm cement plaster in CM 1:3 in single coat
20mm cement plaster in CM 1:5 in two coat
Sand faced plaster in CM 1:4 in two coat
Rough cast plaster in two coats in CM 1:4
Rough cast plaster in two coats in CM 1:4 with
colour pigment
Exterior Stone crete facing in CM 1:3
Flush grooved pointing CM 1:3 to brick
masonary
Flush grooved pointing in CM 1:3 to stone
masonary
M2
M2
M2
M2
M2
M2
M2
M2
M2
M2
M2
M2
0.054
0.070
0.090
0.110
0.140
0.228
0.140
0.170
0.217
0.250
0.250
0.250
M2
M2
0.300
0.020
0.015
0.003
0.015
0.00
M2
0.040
0.003
0.00
13
14
15
Contractor
University Engineer
299
Sr. No.
Item
Unit
Cement
Bags
Screened
Sand in
M3
Fine
Aggregate
in M3
16
Tuck pointing in CM 1:3 in CM 1:3 to stone
masonary
Weather pointing in CM 1:3 to stone masonary
Vee pointing in CM 1:3 to stone masonary
Flush pointing in CM 1:3 to stone masonary
M2
0.040
0.005
0.00
M2
M2
M2
0.040
0.030
0.025
0.004
0.003
0.003
0.00
0.00
0.00
17
18
19
PAVING AND FLOORING
Sr. No.
Item
Unit
Cement
Bags
1
Rough shahabad flooring 25 to 30mm thick on bed of 1:6
CM with CP 1:3
Polished shahabad / tandur / kotha stone flooring 25 to
30mm thick on bed of 1:6 CM
30mm thick on bed of 1:6 CM with kadappa border
30mm thick on bed of 1:4 cement mortar plaster
Plain cement tile 25 x 25cm flooring on bed of 1:6
cement mortar
Plain cement tile for dado and skirting on 1:4 cement
mortar plaster
Plain coloured cement tiles for flooring on bed of 1:6 CM
Plain coloured cement tiles for dado on plaster of 1:4
cement mortar
White / colour glazed tiles 150 x 150mm and 200mm x
100mm for flooring on 1:4 CM
White / colour glazed tiles 150 x 150mm and 200mm x
100mm for dado on 1:4 CM plaster
Gray / white cement based marble mosaic tiles for
flooring on 1:6 cement mortar
Gray / white cement based marble mosaic tiles for dado
on 1:4 cement plaster bed
P & L Machine cut Marble slab 60 x 45 cm flooring on
1:6 cement mortar bed
P & L Machine cut Marble slab 60 x 45 cm dado on 1:4
cement plaster bed
Providing and laying in situ cement mosaic dado and
skirting 6mm thick on plaster in CM 1:3
Providing and laying flooring of Tukda mosaic / china
mosaic ( Broken mosaic tile pieces ) on bed of 1:4
cement mortar
Providing and laying polished shahabad / tandur / kotha
stone / kadappa slab for treads and risers on bed of 1:4
CM
M2
0.135
Screened
Sand in
M3
0.022
M2
0.135
0.022
M2
0.135
0.022
M2
0.185
0.022
M2
0.135
0.020
M2
0.185
0.020
M2
M2
1.350
0.185
0.020
0.020
M2
0.220
0.020
M2
0.210
0.020
M2
0.135
0.020
M2
0.185
0.020
M2
0.135
0.022
M2
0.185
0.020
M2
0.200
0.020
M2
0.300
0.024
M2
0.185
0.02
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
Contractor
University Engineer
300
Sr. No.
18
19
20
21
22
23
24
25
26
27
28
29
30
Sr. No.
1
2
3
4
Sr. No.
1
Contractor
Item
Unit
Cement
Bags
Plain cement tiles / plain coloured cement tiles for treads
and risers on bed of 1:4 cm
Marble Mosaic tiles for treads and risers on bed of 1:4
cement mortar
Marble slabs 20mm thick for treads and risers ad sills
Polished Shahabad tandur / kotha / Kadappa stone 25 to
30mm thick sill on bed of 1:4 CM
Providing sills of precast marble mosaic tiles on bed of
1:4 CM
White marble slabs dado and skirting
25 thick precast polished chequered tiles / coloured
cement tiles and treads and plain cement tiles for risers.
Polished chequred marble mosaic tiles 20 x 32 cm size
for treads and risers
Marble / Kadappa / Tandur stone partition for urinals
Vitrified flooring on bed of CM 1:4
Vitrified tiles for dado and skirting CM 1:4
30 x 30 cm Ceramic tile flooring on bed of 1:4 CM
30 x 30 cm Ceramic Tiles for dado and Skirting
M2
0.185
Screened
Sand in
M3
0.02
M2
0.185
0.02
M2
0.185
0.02
M2
0.185
0.02
M2
0.185
0.02
M2
0.185
0.02
M2
0.16
0.02
M2
0.185
0.02
M2
M2
M2
M2
M2
0.055
0.21
0.20
0.21
0.20
0.005
0.017
0.012
0.017
0.012
Item
IPS Flooring in 1:11/2:3
proportion 40mm thick
IPS Flooring in 1:11/2:3
IPS Flooring in 1:2:4
IPS Flooring in 1:2:4
Metal
12/10mm
in M3
0.017
Unit
Cement
in Bags
M2
0.310
Screened
Sand in
M3
0.020
M2
0.350
0.022
0.044
0.014
M2
0.300
0.020
0.033
0.017
M2
0.314
0.022
0.044
0.014
Screened
Sand in
M3
0.0136
Crushed
Sand in
M3
0.0272
Item
Providing and laying in situ cement marble
mosaic 10mm thick for flooring
Unit
Cement
in Bags
M2
0.20
20mm
in M3
0.033
University Engineer
301
Annexure „A‟
QUALITY CONTROL TESTS
Sr.No.
1
(Refer Condition No. 30 on Page No. 96 )
Material
Test
Laterite Stone
i) Compressive Strength/
ii) Water Absorption/
2
Trap Metal
i) Crushing value.
ii) Impact value.
iii) Abrasion value.
iv) Water Absorption.
v) Flakiness Index & Elongation index.
vi) Gradation.
3
Bricks
i) Crushing Strength.
ii) Water Absorption.
4
Flooring Tiles
i) Flexural strength.
ii) Water Absorption.
5
Glazed Tiles
i) Water Absorption.
6
Cement
i) Compressive Strength.
ii) Initial setting time.
iii) Final setting time.
iv) Specific Gravity.
v) Soundness
vi) Fineness
vii) Std. Consistency
7
Steel
i) Weight per meter.
ii) Ultimate Tensile stress.
iii) Yield stress.
iv) Elongation.
v) Bend Test.
8
Interlocking concrete paving block
i) Compressive Strength.
ii) Fexural Test
iii) Resistance to wear.
9
Wood work (shutters & frames)
i) End immersion test
ii) Knife test.
iii) Glue adhesion test.
10
Cement Concrete
i) Mix design
ii) Compressive strength.
11
Structural steel
i) Weight/Running metre
Contractor
University Engineer
302
Annexure „B‟
Construction Material Testing & its frequency
(Refer additional general condition no 30 )
Sr.
1
2
a
b
c
d
e
f
g
3
4
5
6
7
Material
Rate
CEMENT
1) Consistency
2) Initial & Final Setting time
3) Fineness
4) Specific Gravity
5) Soundness
6) Compressive Strength
METEL
1) Sieve Analysis (Gradation)
(Concrete work)
2) Sieve Analysis Red Book
Specification
3) Sieve Analysis
Granular Sub Base (N.H.Work) MOST
Water Absorption
Impact (Concrete WBM/BT)
Crushing
Abrasion
Flakiness & Elongation Index
Plasticity Index for blindage used for
WBM
SAND
1) Water Absorption & Specific Gravity
2) Fineness Modulus
3) Slit Content
4) Bulkage
BRICKS
1) Water Absorption
2) Comp Strength
3) Effloresce
Flooring Tiles
1) Flexural Strength
2) Water Absorption
3) Abrasion
Glazed Tiles
1) Water Absorption
Concrete Mix Design
Compressive strength C.C.Cubes for Qty
Qty. utpo 5 m3
6-15 m3
16-30 m3
31-50 m3
Quantity above 15 m3
Contractor
Contractor
No. of Corrections
Frequency
Test per 50 M.t. above six tests shall
be carried.
1 Test for every day work
1 Test per 100 m3
1 Test per 200 m3
1 Test per 200 m3
1 Test per 200 m3
1 Test per for Each Source
1 Test per 200 m3
1 Test per 25 m3
1 Test per for Each day
1 Test per for Each day work
1 Test per for Each day work
For each 50000 Nos bricks above
three test are to be carried out
For 2000 Nos of Tiles above three
tests are to be carried out
1 Test- 6 Tiles per 2000 Nos.
1 Concrete Mix Design for each
grade of concrete per every per hour
1 Set (3 Nos.)
2 Set (3 Nos.)
3 Set (3 Nos.)
4 Set (3 Nos.)
4+1 additional set per 50 m3
University Engineer
University Engineer
303
8
9
10
11
MURUM/SOIL for earth work
1) Optimum Dry Density
2) C.B.R.
3) Liquid & Plastic Limit/Plasticity index
4) Field Density 100% P.D
5) Filed Moisture Content
2 Test per 3000 m3
1 Test per 3000 m3
1 Test per 3000 m3
1 Test per 3000 m3
1 Test per 3000 m3
WOOD
1) Moisture Content
2) Density
1 Test per Source
1 Test per Source
WATER
1) P.H. Value for water and sand
2) Chloride & Sulphate content
1 Test per Source
2 Test per Source
STEEL
1) Wt. per meter
2) Ultimate Tensile Stress
3) Yield stress
4) Elogation
Contractor
One test for every 5.0 MT or part
thereof for each diameter
University Engineer
304
LIST OF APPARTUS REQUIRED FOR BUILDING WORK
Name of Apparatus
Sr.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
30 m and 50 m chain / tape
Automatic leveling instrument / Tachometer with all accessories like
5.00 metre staff
Vernier calipers
Cube moulds for concrete / Cube moulds for cement mortar
Silt jar for sand silt testing
Oven – Electrically operated, thermostatically controlled, range upto 200
0
C sensitivity 10C.
Platform balance 300 kg capacity
Balance 20 kg capacity – self indicating type
Electronic Balance 5 kg capacity, accuracy 0.5 gm
Water bath – electrically operated and thermostatically controlled with
adjustable shelves, sensitivity 10C.
Thermometers : Mercury-in-glass thermometer, range 00 to 250 0C
Mercury-in-steel thermometer with 30 cm stem, range upto 300 0C
Kerosene or gas stove or electric hot plant.
Set of IS sieves with lid and pan:
450 mm diameter
63 mm, 53 mm, 37.50 mm, 26.50 mm, 13.20 mm,
9.50 mm, 6.70 mm, and 4.75 mm size
200 mm diameter
2.36 mm, 1.18 mm, 600 micron, 425 micron, 300 micron,
150 micron and 75 micron
Water testing Kit
Atterbergs Limit (liquid and plastic limits) Determination apparatus
Dry bulk density test apparatus (sand pouring cylinder, tray, can etc.)
Speedy Moisture Meter complete with chemicals
Aggregate Impact Value Test apparatus/ Los Angles Abrasion test
apparatus.
Flakiness and Elongation Test Gauges
Vicat apparatus for testing setting times
Slump testing apparatus
Compression and Flexural strength testing machine, 200 tone capacity
with additional dial for flexural testing.
Contractor
Nos (min)
required
2 Nos.
2 Nos.
1 No.
6 Sets
4 Sets
1 No.
1 No.
2 Nos.
1 No.
4 Nos.
1 No.
1 Sets
2 Sets
1 Sets
1 Sets
1 Sets
1 Sets
1 Sets
1 Sets
1 Sets
4 Sets
1 No.
University Engineer
305
LIST OF APPROVED MAKES
SR.
DESCRIPTION
NO.
1. Transformer
2.
3.
Armoured, Aluminium /
APPROVED MAKES
/ MANUFACTURERS
CG / HUPHEN / KIRLOSKAR /
VOLTAMP / UNIVERSAL / APPROVED
BY MSEDCL
Copper Conductor cables
POLYCAB / RR KABELS / CCI /
FINOLEX / RALLISON/ HAVELLS.
Low Tension, TPN SFU with HRC
SIEMENS / L&T / ABB/ SCHNEIDER
fuses, 415 Volts, AC, 3 Phase, 50 Hz.
4.
Low Tension, 3/4 Pole, Air Circuit Breakers, &
Moulded Case Circuit Breakers, 415 Volts AC,
3 Phase , 50Hz.
SIEMENS / L&T / ABB/ SCHNEIDER
5.
Low Tension, Capacitors 440 Volts, 50 Hz, 3 EPCOS / L&T MIHIR / VISHAY / POWER
Phase
MATRIX / UNISTAR / MALDE
6.I Indicating Lamps Holders with
LED Type lamps
TEKNIC / SIEMENS / L&T
7.
Selector Switches for Ammeter /
Voltmeter
SULZER / THAKOOR / KAYCEE
8.
Digital Meters : Ammeters, Voltmeters, PF CONZERVE / HPL / TRINITY /NIPPEN /
meters, Frequency Meters
ENERCON / SCHNEIDER
9.
Energy Meters – Digital
SIMCO / JAIPUR / SECURE
10. Panel wires, Gray/Black
colour in 660/1100 grade
FINOLEX / POLYCAB / RR KEABELS
15.
Cable Glands
Siemens Double Compression type.
COMMET / BRACO / HMI
12.
Lugs, Crimping type,
tinned copper heavy duty only.
Push Button Stations type,
in différent colour codes.
DOWELL'S OR APPOROED BY U.E.
14.
Terminal Blocks, Clip-on type
ELMEX / CONNECTWELL
15.
MS fabricated Panels
CPRI Approved
13.
16. Starters / Contactor/ Timers
17. Miniature Circuit Breaker of 9 KA
Breaking Capacity & Distribution Boards.
Contractor
TECHNIK / SIEMENS / VAISHNAV
GE POWER/ SIEMENS / L&T
L&T (HAGER) / LEGRAND (MDS)/
SCHNEIDER / SIEMENS / ABB
University Engineer
306
18. CTs 1100 Volts grade
AUTOMATIC ELECTRIC /
KAPPA / RECO
ALACRITY / ENERCON
19. Automatic Power Factor
Relay and Load Managers
20. Internal Light fixtures
21.
External Light fixtures
22.
Lamps / Tubes.
23.
PVC Trunking
ACCESSORIES
24.
FR Wires in 660/1100 Volts grade
for light / power point wiring.
/
Conduits
GE / PHILIPS / CROMPTON / FIXOLITE
/ WIPRO / BAJAJ
GE / PHILIPS / CROMPTON /
SCHREDER / BAJAJ / WIPRO
GE / PHILIPS / CROMPTON / WIPRO /
OSRAM
& PRECISION / MODI / PRESS FIT
PESTOPLAST
FINOLEX / POLYCAB /RR KABLES
25.
Switches & sockets, Industrial Socket, Metal ANCHOR / LEGRAND / HAVELLS/
Clad Switches
CLIPSAL / ELLE / AERILIGHT
26. Exhaust & Ceiling Fan
AS PER BOQ
27.
Telephone cables & wires
DELTON / FINOLEX / ITL
28.
29.
Telephone Tag Block.
KRONE / ITL
Solar Water Heating & Street Lighting
MEDA APPROVED VENDOR
30.
35.
32.
33.
Water Cooler
Industrial metal clad Switch Sockets
MS / GI Conduits
Street Light Pole
VOLTAS / BLUE STAR / CAREER
34.
35.
36.
37.
38.
39.
40.
GEWISS / HAVELLS / CLIPSAL
VIMCO / BEC /AKG
SHIVAM / BOMBAY TUBES CO./ ITC /
NATIONAL
/
HINDUSTAN
POWER
CONTROL CO. /SCHREDER
SIEMENS / D-LINK
EPABX
ANCHOR /PRESSFIT / PRECISION
CEILING ROSE / ANGLE & BATTEN HOLDER
VOLTAS / BLUE STAR / CAREER / LG
AIR CONDITION
EUREKA FORBES / GODREJ / ANY OTHER
WATER PURIFIER
APPROVED BY KKV ENGINEER-INCHARGE.
MICROTEK / NUMERIC/LUMINICS
INVERTER
EXCIDE / OKAYA / AMAR RAJA / YUASA/
BATTERY
AUTOBAT
SYSTEM SENSOR / APOLLO / COOPER
FIRE ALARM SYSTEM
Note:
Any other item not mentioned but required at site will be as per the final approval of
Client / Consultant.
Contractor
Contractor
No. of Corrections
University Engineer
University Engineer
307
LIST OF CONSTRUCTION EQUIPEMENTS REQUIRED FOR BUILDING
WORK
Sr.
No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
Nos (min)
required
Name of Equipment
Mixers mechanical or electrical operated along with simple weight
batcher
Vibrator with two needles each
Electric pump for watering
Power Hacksaw for bar cutting
Sand sieving / washing machines
plywood cutting machine
Electric drills
Weigh batcher for aggregates and sand
Gauge, measuring jar, cube moulds
Good quality M.S.Plates ,New laminated plywood / propes / trusses /
Girder for scaffolding to join 250 brass area of slab
Slump cone
cement grouting machine
welding machine
Gadam
Drill machine
welding rectifier
Grinder
Earth murum compactor
Spray machine with air compressor
Pug Machines
Crane
4 Nos
4 Nos
4 Nos
4 Nos
1 Nos
6 Nos
2 Nos
2 Nos
24 Nos
1000 brass
4 Nos
2 Nos
1 No
1 No
1 No
1 No
2 Nos
2 Nos
2 Nos
1 No
1 No
Note - Minimum equipments are given above . However contractor has to bring additional equipments if
required to expedite speed of work.
Contractor
University Engineer
308
I/ We herby 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 specification and lead of material 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
University Engineer, Dr Balasaheb Sawant Konkan Krishi Vidyapeeth Dapoli or his duly authorized
re-penetrative before starting the work and to be abide by his decision
I/we hereby undertake to pay the labourers engaged on the work as per minimums wages
ACT 1948 applicable to the zone concerned
SIGNATURE OF CONTRACTOR
Contractor
University Engineer
309
Rs. 100 /- Stamp Paper
JOINT VENTURE
( Joint Venture between civil contractor and sub contractor to be notarized )
This Joint venture made on
/
/ 2010 At …………………………..................... between M/s
…………………………………( Civil Contractor ) Having it‟s office at …………………………………..
……………………………………….( Here – in – after referred to party of the first part )
And M/s , Shri ,…………………………………………( Sanitary and water supply contractor / Electrical
contractor / Fire Fighting Contractor ) Having it‟s office at …………………………………..
……………………………………….( Here – in – after referred to party of the Second part )
Where as the party of the first part is registered contractor with Public Works Department as ……..class
valid up to ……………. and Where as agreed to execute the ……………..work from second party which
is registered contractor with ………………….department as ………….class valid up to ………. ( valid up
to three years from opening of tender ) .
The first party is fully responsible for renewing the registration of his own contractual firm and second
party and liable for termination if he does not renewal the registration of his own firm and second party till
completion of the work.
The first party has to give guarantee that the Sanitary and water supply / Electrical / Fire Fighting work
shall be executed by joint venture contractor . The biodata , man power , list of works in hand , list of works
carried out in last three years ,of the joint venture is true and signed by the gazette officer.
The Agreement is valid for the actual period of physical completion of the said work for which this joint
venture is made.
In witness whereof the parties have executed this joint venture .
Note : This is the sample joint venture , Attach other contractors joint venture in this same format.
Attach photocopy of joint ventures
Seal and Signature of First Party
Seal and Signature of Second Party
Address
Address
Witness of First Part
Witness of Second Party
Name and Address and
Name and Address and
pan card number
pan card number
1)
1)
2)
2)
(1)
contractors of appropriate category (i.e.) Class (I) and above un production of original or
attested copy of valid registration or renewal certificate at the time of applying for issue of blank
tender forms, otherwise Blank tender forms will not be issued to them.
(2)
The thout assigning any reason there of by the U
Contractor
University Engineer

View Tender Document

Transcription

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