MADHYA PRADESH HOUSING & INFRASTRUCTURE DEVELOPMENT BOARD CIRCLE JABALPUR INVITATION OF RFQ & RFP FOR REDENSIFICATION OF 4700 SQM LAND BELONGING TO DEPARTMENT OF VETERINARY AT CHHOTI OMTI JABALPUR. SECOND CALL The Redensification Project involves development of 4700 sqm commercial land at Chhoti Omti Jabalpur on 30 years lease structure and construction of physical facilities at Veterinary Department campus Aadhartal Jabalpur OFFSET Price of land Rs. 2446.20 Lacs for Chhoti Omti Jabalpur Madhya Pradesh housing & infrastructure development board (MPHIDB) invites applications in terms of request for qualification [RFQ] & Request for proposal [RFP] from reputed real estate developers and other interested entities. The applicants can bid for Development, Operation and Management of 4700 sqm of land at Chhoti Omti Jabalpur, if found qualified in terms of RFQ, under a development agreement in terms of RFP. However the pre specified facilities at Veterinary campus Aadhartal Jabalpur are required to be constructed and transferred to GoMP on completion. The RFQ & RFP documents can be downloaded from website www.mphousing.in. All subsequent notifications, changes and amendments would be posted only on aforesaid website. Cost of documents: Rs 25000.00 by demand draft in favor of Deputy Housing Commissioner MPHIDB Circle Jabalpur payable at Jabalpur shall be deposited while submitting applications. The documents can be downloaded up to 13 th may 2015, 17.30 Hrs IST. The completed sealed applications marked, “Bid security, RFQ, for Redensification of 4700 sqm land at Chhoti Omti Jabalpur ” must be submitted at MPHIDB Circle Jabalpur on any working day up to 12 th jun 2015 3.00 pm and RFQ will be opened on same day at 3.30 pm. Completed sealed RFP Will be received from qualified bidder at the same office up to 27 th June 2015 and will be opened on same day at 3.30 pm. SK SUMAN Dy Housing Commissioner MP Housing & Infrastructure Development Board Circle Jabalpur
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MADHYA PRADESH HOUSING & INFRASTRUCTURE DEVELOPMENT BOARD
CIRCLE JABALPUR
INVITATION OF RFQ & RFP FOR REDENSIFICATION OF 4700 SQM LAND BELONGING TO
DEPARTMENT OF VETERINARY AT CHHOTI OMTI JABALPUR.
SECOND CALL
The Redensification Project involves development of 4700 sqm commercial land at Chhoti Omti Jabalpur
on 30 years lease structure and construction of physical facilities at Veterinary Department campus
Aadhartal Jabalpur OFFSET Price of land Rs. 2446.20 Lacs for Chhoti Omti Jabalpur
Madhya Pradesh housing & infrastructure development board (MPHIDB) invites applications in terms of
request for qualification [RFQ] & Request for proposal [RFP] from reputed real estate developers and
other interested entities.
The applicants can bid for Development, Operation and Management of 4700 sqm of land at Chhoti
Omti Jabalpur, if found qualified in terms of RFQ, under a development agreement in terms of RFP.
However the pre specified facilities at Veterinary campus Aadhartal Jabalpur are required to be
constructed and transferred to GoMP on completion.
The RFQ & RFP documents can be downloaded from website www.mphousing.in. All subsequent
notifications, changes and amendments would be posted only on aforesaid website.
Cost of documents: Rs 25000.00 by demand draft in favor of Deputy Housing Commissioner MPHIDB
Circle Jabalpur payable at Jabalpur shall be deposited while submitting applications.
The documents can be downloaded up to 13th may 2015, 17.30 Hrs IST. The completed sealed
applications marked, “Bid security, RFQ, for Redensification of 4700 sqm land at Chhoti Omti
Jabalpur ” must be submitted at MPHIDB Circle Jabalpur on any working day up to 12th jun 2015
3.00 pm and RFQ will be opened on same day at 3.30 pm. Completed sealed RFP Will be
received from qualified bidder at the same office up to 27th June 2015 and will be opened on
Annexure 1B 4700 sqm land at Chhoti Omti Jabalpur (Part 1)
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S E C T I O N 2
Instructions to Applicants
2.1General 2.1.1 MPHIDB wishes to receive Applications for Qualification to shortlist experienced and capable
Applicants for the Proposal Stage.
2.1.2 Qualified applicants would be entitled for consideration of proposal in Respect of the project.
2.2 Eligible Applicant 2.2.1 The applicants eligible for participating in the qualification process shall be a Business entity1.
2.2.2 The applicant should submit a Power of Attorney as per the format enclosed at Appendix 2,
authorizing the signatory of the Application to commit the applicant.
2.2.3 A Business entity or promoter/s of Business Entity which have earlier been barred by MPHIDB/ any
other entity of GoMP or blacklisted by any state Government or Central Government/ department/
Agency in India from participating in bidding/ tendering process shall not be eligible to submit an
application. The applicant should therefore submit an affidavit certifying aforesaid as per the format
enclosed at Appendix 7
2.3 Cost of Application The Applicant shall be responsible and shall pay for all of the costs associated with the preparation of its
application and its participation in the RFQ, RFP processes. MPHIDB shall not be responsible or in any way
liable for such costs, regardless of the conduct or outcome of the process.
2.4 Project inspection and visit of the site 2.4.1 It is desirable that each applicant submits its application after visiting the site and ascertaining for
itself the location, surroundings, or any other matter considered relevant by it.
2.4.2 It would be deemed that by submitting the application the applicant has
i. Made a complete and careful examination of RFP and RFQ documents
ii. Visited the site and ascertained for itself the location, surroundings, or any other matter
considered relevant by it
iii. Received all relevant information requested from MPHIDB.
1 Business Entity is defined
(1) As a company incorporated under Indian companies Act 1956, Or (1) As a company incorporated under Indian companies Act 1956, Or (2) As any of the entities from outside India under equivalent law.
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2.4.3 MPHIDB shall not be liable for any mistake or error on the part of the applicant in respect of the
above.
2.5 Right to accept or reject any of the application. 2.5.1 Notwithstanding anything contained in this RFQ, RFP documents MPHIDB reserves the right to
accept or reject any application or to annul the bidding process or reject all applications/ proposals, at
any time without any liability or any obligation for such rejection or annulment, without assigning any
reasons.
2.5.2 MPHIDB reserves the right to reject any application if
i. At any time a material misrepresentation is made or discovered
ii. The applicant/ bidder do not respond promptly or diligently to requests for supplemental
information’s required for the evaluation of the application/ proposal.
2.5.3 Rejection of the application by MPHIDB as aforesaid would lead to the disqualification of Applicant/
Bidder.
2.5.4 If such disqualification/ rejection occurs after the proposal stage, and the proposal has been opened
and the best bidder gets disqualified/ rejected, then GoMP/ MPHIDB reserves the right to
i. Either invite the next best bidder to match the proposal submitted by the disqualified/ rejected
best bidder, or
ii. Take any such measure as may be deemed fit in the sole discretion of GoMP/ MPHIDB, including
annulment of the bidding process.
2.6 Amendment of RFQ, RFP Documents At any time prior to the application due date, Deputy Housing commissioner MPHIDB may for any reasons
whether at its own initiative or in response to clarifications requested by an applicant, modify the RFQ,
RFP Document by the issuance of Addenda. Such Addenda would be posted only on the website of
MPHIDB www.mphousing.in
Any Addendum thus issued shall also be sent in writing to all those who have purchased the Document
and who have downloaded the document from the Website.
In order to provide the applicants a reasonable time to examine the addendum, or for any other reason,
MPHIDB may at its own discretion, extend the application due date.
2.7 Instructions to Applicant 2.7.1 The applicant would provide all the information in terms of this document. MPHIDB would evaluate
only those applications that are receive in the required format and complete in all respects.
2.7.2 The applicant shall prepare one original of the documents comprising the application and clearly
marked “ORIGINAL”. In addition the applicant shall make one (1) copy of the application clearly marked
“COPY”. In the event of any discrepancy between the original and the copy, the original shall prevail.
Madhya Pradesh Housing and Infrastructure Development Board
Circle Jabalpur Hathital, Jabalpur Madhya Pradesh
Bid Document For
Construction of Joint Director Office, Staff Quarters & Other Buildings including Development
works, for Veterinary Department Government of Madhya Pradesh at Aadhartal Shobhapur Road
Jabalpur and Auction of 4700 sqm of Land of Veterinary Dispensary at Chhoti Omti Jabalpur
Part – II Request for Proposal (RFP)
(January 2015)
Deputy Housing Commissioner
Madhya Pradesh Housing & infrastructure Development Board
Circle Jabalpur Madhya Pradesh
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Disclaimer
The information contained in the request for Proposal (RFP) document or subsequently provided to
Bidder, whether verbally or in documentary form by or on behalf of Madhya Pradesh Housing &
Infrastructure Development Board, Government of Madhya Pradesh (“Government Representatives”) or
any of their
employees or advisors is provided to bidders on the terms and conditions set out in this RFQ document
and any other terms and conditions subject to which such information is provided.
This RFP document is not an agreement and is not an offer or invitation by the Government
representatives to any party other than the applicants who are qualified to submit the Proposal
(Bidders). The purpose of this RFP document is to provide the Bidders with information to assist the
formulation of their Proposal. This RFP Document does not purport to contain all the information each
bidder may require. This RFP Document may not be appropriate for all persons, and it is not possible for
the Government Representatives, their employees or advisors to consider the investment objectives,
financial situations and particular needs of each party who reads or uses this RFP document. Each bidder
should conduct its own investigation and analysis, and should check the accuracy, reliability and
completeness of the information in this RFP document, and where necessary, obtain independent
advice from appropriate sources. The Government Representatives, their employees or advisors make
no representation or warranty and shall incur no liability under any law, statute rule or regulation as to
the accuracy, reliability or completeness of the RFP document.
The Government Representatives may in their absolute discretion, but without being under any
obligation to do so, update, amend or supplement the information in this RFP document.
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Part I Instruction to Bidders
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INDEX
S.NO CONTENTS PAGE
1 Disclaimer 1
2 Contents of RFP Document 2
PART I Instruction to Bidders
1. Bidding procedure 3
2. Payment schedule 12
PART II Appendices
A Format of covering letter cum project under taking 15
B Format for Anti collusion certificate 16
C Format for Bid Security 17
D Format of price proposal 19
E Format of draft letter of acceptance 21
F Format of acknowledgment letter of acceptance 23
G Format of undertaking 24
H Format of Bank Guarantee 25
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Bidding procedure
A. General
1. Scope 1.1 Scope of proposal
1.1.1 Madhya Pradesh Housing & Infrastructure Development Board (herein after referred to as
MPHIDB) invites detailed proposals ( other submissions and price proposal, collectively referred to as
the Proposal) from applicants who have been qualified based on the response to the request for
qualification (RFQ) issued for the project (Qualified Applicants and here in after referred to as Bidder or
Bidders) for development of 4700 sqm of commercial land belonging to Department of Veterinary
Chhoti Omti Jabalpur.
1.1.2 The proposals would be evaluated on the basis of the evaluation criteria set out in this Request
For Proposal (RFP) Document herein after referred to as the Evaluation methodology) in order to
identify the successful bidder for the Project (herein after referred to as successful bidder). The
successful Bidder would then be required to enter into Tri partied agreement ( herein after referred to
as Development Agreement) with GoMP and MPHIDB as per the draft set forth in part II of this RFP
document and perform the obligations as stipulated therein, in respect of the project.
1.1.3 Typical concept plans prepared for the project are set out in the project information
memorandum. However, the successful bidder shall be free to prepare his own concept plans based on
his business plan and subject to terms and conditions set out in the Draft Development Agreement.
1.1.4 Terms used in this RFP document which have not been defined herein shall have the meaning
ascribed there to in the RFQ document or/ and the Draft Development Agreement.
1.1.5 The construction documents as defined under the Draft Development Agreement) in respect of the
government facilities to be developed at Veterinary Campus Aadhartal Jabalpur, would be made
available to the successful bidder on the execution of development agreement.
1.2 Number of Proposals 1.2.1 Each bidder shall submit only one proposal for the project in response to this RFP Document. Any
entity, which submits or participates in more than one proposal for the project will be disqualified and
will also cause the disqualification.
1.3 Proposal preparation Cost 1.3.1 The bidder shall be responsible for all the costs associated with the preparation of its proposal and
its participation in the bidding process. MPHIDB will not be responsible or in any way liable for such
costs, regardless of the conduct or outcome of bidding.
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1.4 Contents of RFP Document 1.4.1The RFP Document comprises of contents as listed below and would additionally include any
Addenda issued in accordance with clause 1.5
S.NO CONTENTS
1 Disclaimer
2 Contents of RFP Document
PART I Instruction to Bidders
1. Bidding procedure
2. Payment schedule
PART II Appendices
A Format of covering letter cum project under taking
B Format for Anti collusion certificate
C Format for Bid Security
D Format of price proposal
E Format of draft letter of acceptance
F Format of acknowledgment letter of acceptance
G Format of undertaking
H Format of Bank Guarantee
1.5 Amendment of RFP Document 1.5.1 At any time prior to the proposal due date, MPHIDB may for any reason whether of its own
initiative or in response to clarifications requested by a bidder, modify the RFP document by the
issuance of Addendum.
1.5.2 In order to afford bidders reasonable time in which to take an addendum into account, or for any
other reason, MPHIDB may, at its own discretion, extend the proposal due date.
1.6 Language & Currency 1.6.1 The proposal and all related correspondence shall be written in the English language. Supporting
documents and printed literature furnished by the bidder with the proposal may be in any other
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language.. For the purpose of interpretation and evaluation of the proposal, the English language
translation shall prevail.
1.6.2 The currency for the purpose of the proposal shall be the Indian Rupee (INR)
1.7 Bid security 1.7.1 Proposal would need to be accompanied by a Bid Security for an amount of Rs 1000000.00
(Rupees Ten lacs only)
1.7.2 The Bid security shall be kept valid through the proposal validity period and would be required to
be extended if so, required by MPHIDB.
1.7.3 The Bid Security shall be in the form of an irrevocable Bank Guarantee in favor of MPHIDB as per
the format set out in Appendix 1.
1.7.4 The Bid security shall be returned to the unsuccessful bidders on the signing of development
Agreement with the Successful Bidder. The Bid security so submitted by the successful bidder shall be
released
Upon signing of the development agreement with the successful bidder.
Upon the successful bidder furnishing a performance guarantee for an amount mentioned in the
Draft Development Agreement. And,
Upon the successful bidder furnishing the first installment of the project payment equal to Ten
percent (10%) of the price proposal by the appointed date (herein after the first project
payment).
1.7.5 The Bid security shall be forfeited in following cases
a. If the bidder withdraws its proposal during the interval between the Proposal due date and
expiration of the proposal validity period. Or
b. If the bidder fails to make the first project payment and fails in execution of development
agreement within the stipulated time limit or extended period by MPHIDB.
1.8 Validity of Proposal 1.8.1 The proposal shall indicate that it would remain valid up to 180 days from the proposal opening
date. (herein after the Proposal Validity Period). MPHIDB reserves the right to reject any proposal that
does not meet this requirement.
1.8.2 Prior to expiry of the original proposal validity period, MPHIDB may request that the Bidders
extend the period of validity for a specified additional period. A bidder may refuse the request without
forfeiting its Bid security. A Bidder agreeing to the request will not be allowed to modify its proposal, but
would be required to extend the validity of its Bid Security for the period of extension and comply with
clauses of this document in all respects.
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1.8.3 The successful bidder shall extend the proposal validity period till the date of execution of
development agreement.
1.9 Project inspection/ site visit 1.9.1 Bidders may carry out Project inspection /Site visit at any time, at their cost.
1.10 Bidder’s responsibility 1.10.1 The bidder is expected to examine carefully the contents of all the documents provided. Failure
to comply with the requirements of the RFP Document will be at bidder’s own risk.
1.10.2 It would be deemed that prior to the submission of the proposal, the bidder has
a. Made a complete and careful examination of the requirements, and other information’s set
forth in RFP document.
b. Received all such relevant information as it has requested from MPHIDB, And
c. Made a complete and careful examination of the various aspects of the project including but not
limited to,
i. The project site
ii. Existing facilities and structures
iii. Land availability
iv. Water availability
v. The conditions of access roads and utilities in the vicinity of the project.
vi. Conditions affecting transportation, access, disposal, handling and storage of materials.
vii. Clearances to be obtained for the project
viii. Clearances available with MPHIDB for the project, And
ix. All other matters that might affect bidder’s performance under the terms of this RFP document.
1.10.3 MPHIDB shall not be liable for any mistake or error or neglect by the Bidder in respect of the
above.
1.11 Pre Proposal Meeting
1.11.1 To clarify and discuss issues with respect to the project and the RFP Document, MPHIDB may hold
Pre- Proposal meeting(s).
1.11.2 Prior to the Pre- Proposal meeting(s), the bidder may submit a list of queries and propose
deviations, if any, to the project requirements and/or the Draft Development Agreement. Bidders must
formulate their responses and forward the same to MPHIDB at least seven days prior to the meeting.
MPHIDB may, as may be considered acceptable at its sole discretion, amend the RFP document based
on inputs provided by the Bidders.
1.11.3 Bidders may note that MPHIDB will not entertain any deviations to the RFP Document at the time
of submission of the proposal or thereafter. The proposal to be submitted by the bidders will be
unconditional and unqualified and the bidders would be deemed to have accepted the terms and
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conditions of the RFP document with all its contents including all the terms and conditions of the Draft
Development Agreement. Any conditional proposal shall be regarded as non responsive and would be
liable for rejection.
1.11.4 MPHIDB will endeavor to hold the meeting as per schedule of bidding process. The details of the
pre proposal meeting will be separately communicated to the Bidders.
1.11.5 Attendance of the bidders at the pre proposal meeting is not mandatory. However subsequent to
the meeting, MPHIDB may not respond to queries from any Bidder, who has not attended the pre
proposal meeting.
1.11.6 All correspondence/ enquiries shall be submitted to the following in writing by fax/ courier/ post:
Subject: Development of 4700 sqm of land at Chhoti Omti /Jabalpur.
Attn. of Address: Dy. Housing Commissioner
Madhya Pradesh Housing & Infrastructure development Board
Hathital Jabalpur.
Fax
Mail
1.11.7 No interpretation, revision, or other communication from MPHIDB regarding this solicitation is
valid unless in writing and is signed by Dy. Housing Commissioner MPHIDB, its authorized
representative. MPHIDB may choose to send to all bidders, written copies of MPHIDB responses,
including a description of the enquiry but without identifying its source to all the Bidders.
1.12 Format & Signing of Proposal
1.12.1 Bidders would provide all the information as per this RFP document and in the specified formats.
1.12.2 MPHIDB reserves the right to reject any proposal that is not in specified formats.
The proposal shall be submitted in two parts.
Part 1: Other submissions which include i. Covering letter cum project undertaking as per Appendix3 stating the proposal validity period.
ii. Anti collusion certificate as per Appendix 4
iii. Bid security as per Appendix 5
iv. Undertaking as per Appendix 9B
v. Signed and stamped copy of RFP Document
Part 2: Financial proposal
1.12.3The proposal and its copy shall be typed or printed in indelible ink and the Bidder shall initial each
page. All the alterations, omissions, additions or any other amendments made to the proposal shall be
initialed by the person(s) signing the proposal.
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1.13 Sealing & marking of the proposals
1.13.1 The bidder shall seal the other submissions and the price proposals in separate envelopes dully
marking the envelopes as “OTHER SUBMISSIONS” & “PRICE PROPOSALS. These envelopes shall than be
sealed in an outer envelope.
1.13.2 Each envelope shall indicate the name and address of the bidder.
1.13.3 The envelopes shall clearly bear the following identification
Development of 4700 sqm commercial land at Chhoti omits Jabalpur.
“Project”
“To be opened by Proposal opening Committee only”
And
“Submitted by: Name, address and Contact Phone no of the Bidder”
1.13.4 The envelope shall be addressed to
ATTN. Of Dy. Housing Commissioner
Madhya Pradesh Housing & Infrastructure development Board
Circle Jabalpur
Hathital Jabalpur.
1.13.5 If the envelope is not sealed and marked as instructed above, the proposal may be deemed to
non responsive and would be liable for rejection. MPHIDB assumes no responsibility for the
misplacement or premature opening of the Proposal submitted.
1.14 Proposal Due Date
1.14.1 Proposals should be submitted on or before Proposal Due Date mentioned in the schedule
provided in Section 4 of RFQ document, to the address provided in clause 1.13.4 in the manner and form
as detailed in this RFP document. Applications submitted by either facsimile transmission or telex will
not be acceptable. Proposal Due Date shall mean the time and date set out in the schedule of bidding
process.
1.14.2 MPHIDB at its sole discretion may extend the proposal due date by issuing an addendum in
accordance with clause 1.5
1.15 Late Proposals 1.15.1 Any proposal received by MPHIDB after the proposal due date will be returned unopened to the
Bidder.
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1.16 Modification & Withdrawal of Proposals 1.16.1 Withdrawal of a proposal during the interval between proposal due date and expiration of
proposal validity period would result in forfeiture of the Bid Security in accordance with clause 1.7.5 of
this document.
1.17 Confidentiality
1.17.1 Information relating to examination, clarification, evaluation and recommendation for the short
listed bidders shall not be disclosed to any person not officially concerned with the process. MPHIDB will
treat all information submitted as part of proposal in confidence and will ensure that all who have
access to such material treat it in confidence. MPHIDB will not divulge any such information unless it is
ordered to do so by any Government authority that has the power under the law to require its
disclosure.
1.18 Evaluation of the price proposal
1.18.1 Price proposals of all prequalified bidders shall be opened in the presence of the bidder’s
representatives who chose to attend. The bidder’s representatives who are present shall be required to
sign and record their attendance.
1.18.2 The bidders should submit price proposals for the project in the format set out in Appendix.
1.18.3 The proposals of the bidders for the project would be evaluated on the basis of the project
payment quoted in the price proposal.
1.18.4 In the event that two or more bidders quote the same highest project payment MPHIDB may
Invite fresh proposals from such bidders
Or
Take any such measure as may be deemed fit in its sole discretion including annulment of the bidding
process.
1.18.5 MPHIDB may either choose to accept the proposal of the highest Bidder or invite him for
negotiations.
1.18.6 Upon acceptance of the proposal of the highest bidder with or without negotiations, MPHIDB
shall declare the highest Bidder as the successful bidder.
1.19 MPHIDB right to accept or reject proposal
1.19.1 MPHIDB reserves the right to accept or reject any or all of the proposals without assigning any
reason and to take any measure as it may deem fit, including annulment of the bidding process, at any
time prior to the award of the project without liability or obligation for such acceptance, rejection or
annulment.
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1.19.2 MPHIDB reserves the right to invite revised price proposals from Bidders with or without
amendment of the RFP Document at any stage, without liability or obligation for such invitation and
without assigning any reason.
1.19.3 MPHIDB reserves the right to reject any application if
i. At any time a material misrepresentation is made or discovered
ii. The applicant does not respond promptly or diligently to requests for supplemental
information’s required for the evaluation of the application/ proposal.
This would lead to disqualification of the Bidder.
1.19.4 If such disqualification/ rejection occurs after the price proposals have been opened and the
highest bidder gets disqualified/ rejected then MPHIDB reserves the right to
i. Invite the next highest bidder for the discussions/ negotiations on the basis of the Price proposal
submitted by such bidder.
Or
ii. Invite fresh price proposals from the Bidders
Or
iii. Take any such measure as may be deemed fit in the sole discretion of MPHIDB, including
annulment of bidding process.
1.19.5 Based on the outcome of clause 1.19.4 (i) or clause 1.19.4 (ii), MPHIDB retains the right to
declare such bidder as the preferred bidder for the project.
1.20 Acknowledgment of letter of acceptance (LOA) and execution of Development Agreement. 1.20.1 Within 15 days from the date of issue of LOA, the successful bidder shall accept the LOA and
submit to MPHIDB the Acknowledgment letter in the format set out in the Appendix. while complying
with the conditions set out in the LOA including payment of Project development expenses set out in
clause below.
1.20.2 The successful bidder shall execute the Development Agreement within 30 days of the issue of
LOA or such time as indicated by MPHIDB.
1.20.3 MPHIDB will promptly notify other bidders that their proposals have been unsuccessful and their
Bid Security will be released as promptly as possible upon signing of the Development Agreement with
the successful Bidder.
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PAYMENT SCHEDULE
S.NO PURPOSE PAYMENT AMOUNT ACTIVITY
1 Cost of Bid Documents
Rs 25000.00 through DD in favor of Dy. Housing Commissioner MPHIDB payable at Jabalpur.(Non refundable)
At the time of official issue of Bid document.
2 Bid Security Rs 10.00 Lacs in shape of irrevocable Bank Guarantee issued by any scheduled bank as per format set out in RFP document of 1 year validity.
For opening of submitted Bid. BG shall be released for all other unsuccessful bidders just after the signing of Development Agreement by successful bidder.
3 1. First Project Payment
10% of accepted Bid value in shape of DD in favor of Dy. Housing Commissioner MPHIDB payable at Jabalpur.
Execution of Development Agreement
2. Performance Security
10% of Bid value in shape of irrevocable Bank Guarantee issued by any scheduled bank as per format set out in RFP document of 4 years validity.
4 Intermediate project payments on completion of government facilities at Aadhartal.
Option I A Bank /guarantee of amount equal to the total estimated cost of government construction at Veterinary Campus Aadhartal Jabalpur issued by any scheduled Bank of 2 years validity. + Deposition of an amount equal to Bid value minus estimated cost of government construction at Veterinary Campus Aadhartal Jabalpur OR its part there of subject to minimum 50% of it.
Execution of Lease deed for whole project land i.e. 4700 sqm or proportionate part of it.
Option II Development and construction of government facilities at Veterinary campus Aadhartal jabalpur as per Milestones set out in Draft Development Agreement.
By valuation of development and construction on basis of rates stipulated in Valuation of Works Table set out in Draft Development Agreement
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5 Final Payment1
After completion of prescribed Government facilities and their valuation, Deposition of an amount equal to [Bid value – (First project payment + Final valuation of completed government facilities at Aadhartal Jabalpur) + Penalty if any.
Lease deed execution of whole or balance land. Release of Bank guarantee except BG submitted against performance guarantee, which would be released after 3 months of defect liability period.
Bid value shall include following fees and supervision charges.
a. 6% MPH&IDB Supervision charges on cost of Government Facilities at Aadhartal campus.
b. 3.0% Architects Fees on of Cost of Government Facilities at Aadhartal campus. c. 3% MPH&IDB Consultant’s Success fees on difference amount of cost of construction works
and accepted bid value.
Fees in (a) & (b) above shall be recovered from First project payment mentioned in S.No 3 (1)
Fees in (c) above shall be recovered in following manner.
i. First 50 % from First project payment mentioned in S.No 3 (1)
ii. Balance 50 % at the time of final payment.
1 In case final construction cost is less than estimated cost and the land is transferred based on Bank
Guarantee, the submitted bank Guarantee shall be released only after deposition of balance amount of bid.
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Part II Appendices
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Format of covering letter cum project undertaking Date:
Place:
To,
Dy. Housing Commissioner
Madhya Pradesh Housing & Infrastructure development Board
Circle Jabalpur
Hathital Jabalpur.
Subject: Development of 4700 sqm belonging to Department of Veterinary at Chhoti Omti Jabalpur
Dear Sir,
We have read and understood request for proposal document in respect of the project provided to us
by MPHIDB. We hereby submit our proposal for the captioned project.
We are enclosing our proposal with details as per the requirements of RFP document, for your
evaluation.
We confirm that our proposal is valid for a period up to 180 days from the proposal date.
Further, we confirm that we continue to be eligible as per the requirement of the RFQ document.2
We hereby agree and undertake as under:
Notwithstanding any qualifications or conditions, whether implied or otherwise, contained in our
proposal we hereby represent and confirm that our proposal is unqualified and unconditional in all
respects and we agree to the terms of Draft Development Agreement, which also forms a part of the
RFP Document provided to us.
Dated this ……………………………………………, Day of ………………………………, 20….
Name of Bidder
……………………………………….
Signature of authorized person
…………………………………………..
Name of Authorized person
Note: On the letterhead of the bidder
2 In case of any change in eligibility, bidder shall submit the proof of eligibility.
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Format of Anti Collusion Certificate
(On the letterhead of Bidder)
We hereby certify and confirm that in preparation and submission of this proposal, we have not acted in
concert or in collusion with any Bidder(s) and also not done any act, deed or thing which could be
regarded as anti competitive.
We further confirm that we have neither offered nor will offer any illegal gratification in cash or kind to
any person or agency in connection with the instant proposal.
Dated this ……………………………………………, Day of ………………………………, 20….
Name of Bidder
……………………………………….
Signature of authorized person
…………………………………………..
Name of Authorized person
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Format of Bid Security (To be issued by scheduled commercial bank)
B.G. No ……………………………………, Dated …………………………..
This deed of guarantee executed oat ………………, by ……………………………………….. (Name of the bank)
Having its Head/ registered office at …………………………………. (Hereinafter referred to as the Guarantor)
which expression shall unless it is repugnant to the subject or context thereof include its successors and
assigns,
In favor of
Madhya Pradesh Housing & Infrastructure Board (hereinafter referred to as MPHIDB) having its office at
Hathital Jabalpur, which expression shall unless it is repugnant to the subject or context thereof include
its successors and assigns;
WHEREAS
A. M/s …………………………………………………………….., a company dully incorporated under the provision of
companies act 1956, having its registered office at ……………………………… , (hereinafter referred to as
Bidder) which expression shall unless it be repugnant to the subject or context thereof include its
successors and assigns, has/ have bid for Development of 4700 sqm commercial land at Chhoti Omti
Jabalpur.
B. In terms of clause 1.12 of the Request for Proposal Document dated ………………….., issued in respect of
the project (hereinafter referred to as RFP Document) the bidder is required to furnish to MPHIDB an
unconditional and irrevocable Bank Guarantee for an amount of Rs. 100000.00 (Rupees Ten Lacs only.)
as Bid security.
C. The guarantor has at the request of the Bidder and for valid consideration agreed to provide such
Bank Guarantee being these presents:
NOW THEREFORE THIS DEED WITNESSETH AS FOLLOWS
The guarantor as primary obligator shall, without demur, pay to MPHIDB an amount not exceeding Rs
100000.00 ((Rupees Ten Lacs only), within five days of receipt of a written demand from MPHIDB calling
upon the Guarantor to pay the said amount and stating that the Bid security provided by the Bidder has
been forfeited in terms of clause 1.12 of the RFP Document.
Any such demand made on the Guarantor by MPHIDB shall be conclusive and absolute as regards the
forfeiture of Bid Security and the amount due and payable by the Guarantor under this Guarantee.
The above payment shall be made without any reference to the Bidder or any other person and
irrespective of whether the claim of MPHIDB is disputed by the Bidder or not.
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This guarantee shall be irrevocable and remain in full force for a period of 3 ………….............., months
from the date 4 ………………………………, or for such extended period as may be mutually agreed between
MPHIDB and the Bidder and shall continue to be enforceable till all amounts under this guarantee are
paid.
The guarantee shall not be affected by any change in the constitution or winding up of the Bidder/ the
Guarantor or any absorption, merger, or amalgamation of the Bidder/ Guarantor with any other person.
In order to give full effect to this Guarantee, MPHIDB shall be entitled to treat the Guarantor as the
principal debtor. The obligations of the Guarantor shall not be affected by any variations in the terms
and conditions of the RFP Document or other documents, or by extension of time of performance of any
obligations granted to the bidder or postponement / non exercise/ delayed exercise any of its rights by
MPHIDB against the Bidder or any indulgence shown by MPHIDB to the Bidder and the guarantor shall
not be relieved from its obligations under this Bank Guarantee on account of any such variation,
extension, postponement, non exercise, delayed exercise or omission on the part of MPHIDB or any
indulgence by MPHIDB to the Bidder to give such matter or thing whatsoever which under the law
relating to sureties, would but for this provision have effect of so relieving the Guarantor.
The guarantor has power to issue this guarantee discharge the obligations contemplated herein, the
undersigned is dully authorized to execute this Guarantee pursuant to the power granted under
…………………….. .
IN WITNESS WHEREOF THE GUARANTOR HAS SET ITS HANDSHEREUNTO ON THE DAY, MONTH AND
YEAR FIRST HEREIN ABOVE WRITTEN.
Signed and Delivered by …………………………………….. Bank by the hand of ……………………………………………
It’s ………………………………………. And authorized official.
3 Refer Clause 1.13
4 Proposal due date
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Format of Financial proposal Date:
Place:
To,
Dy. Housing Commissioner
Madhya Pradesh Housing & Infrastructure development Board
Circle Jabalpur
Hathital Jabalpur.
Subject: Development of 4700 sqm belonging to Department of Veterinary at Chhoti Omti Jabalpur
Dear Sir,
We here by submit our financial proposal for the captioned project. We agree to pay MP HOUSING & INFRASTRUCTURE DEVELOPMENT BOARD bid amount for Land Part-II
____________________( In words ) for 4700.00 Sqm/Approximately.
The Construction Agency shall furnish irrevocable bank guarantee of any scheduled bank for the construction cost of Joint Director Office, AI Centre, and staff Quarters including Development works, for Veterinary Department Government of Madhya Pradesh at Aadhartal Shobhapur Road Jabalpur Hospital and Staff Quarters for GoMP on Land Part-I amounting to Rs. 916.30 Lakh and deposit the balance of bid amount i.e. difference of bid amount and the construction cost on through demand draft drawn on any scheduled bank and payable on its local branch in favor of the Deputy housing Commissioner, M.P. Housing Board Circle Jabalpur before signing the agreement.
We further agree that the bid amount has been quoted for the total aggregate area of Land at Chhoti
Omti Jabalpur proposed to be leased out to us is 4700.00 sqm approximately. The effective area,
however, shall be determined on the basis of actual plot measurement certificate. The actual amount
payable by us shall accordingly stand increased or decreased, as the case may be, on pro-rata basis of
the bid amount.
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Immediately on determination of exact area, shortfall, if any, in the amount of installment already paid
shall become payable and excess amount, if any, shall be adjusted against the balance payable amount.
We are making this offer after taking into consideration all the terms and conditions stated in the RFP
and after careful assessment of the site, all the risks and contingencies and all other conditions that may
have bearing on financial proposal.
We agree to keep the offer valid for 180 days from the due date for submission of proposal which may,
if circumstances so require, be extended if mutually agreed upon.
Thanking you,
Kind Regards,
Name of Bidder
……………………………………….
Signature of authorized person
…………………………………………..
Name of Authorized person
Notes:
i. On the letterhead of the bidder.
ii. In case of difference in amount quoted in figures and words, the higher value would be
considered for evaluation.
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Format draft letter of acceptance (To be issued by Dy. Commissioner MPHIDB)
Date:
Place:
To,
Authorized signatory of successful bidder
Dear Mr.
Subject: Letter of acceptance for development of 4700 sqm commercial land at Chhoti Omti Jabalpur.
Dear Mr.
1. This is in reference to the proposal submitted by …………………………………….., (name of successful
bidder)(“SB”) by the proposal due date ……………. in response to the request for proposal (RFP)
document ( along with the amendments made thereafter) released by Madhya Pradesh Housing
& Infrastructure Development Board (MPHIDB) on …………….. Date of release of RFP.
2. The aforesaid proposal was considered and evaluated by the bid evaluation committee
constituted by GoMP for this purpose.
3. Further subsequent discussions were held with you on ………………. And the summary of such
discussions is set out in the enclosed enclosures. ( To be submitted were such discussions have
been held)
4. MPHIDB is now pleased to inform you that …………………………………….. (Name of successful bidder)
has been selected as the successful bidder for Development of 4700 sqm commercial land at
Chhoti Omti Jabalpur Project.
5. This letter is intended to convey MPHIDB’s and GoMP’s acceptance, subject to the terms and
conditions specified in the RFP document issued to your company and conditions set out in the
Development Agreement to be executed in three (3) weeks from the date of this letter, of the
proposal submitted by SB, wherein SB has quoted a Project payment of Rs ……………….. (Rupees
…………………………………….. only)
6. As a token of your acknowledgement of this letter you are hereby requested to return copy of
the same to us dully signed by the authorized signatory, within one week from the date of this
letter.
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7. Further you are also requested to comply within three weeks from the date of this letter by
acknowledgement of this Letter of acceptance, with the conditions set out below
i. Execution of Development Agreement
ii. Submit Demand Draft in favor of MPHIDB payable at Jabalpur towards the first Project Payment.
iii. Furnish a performance guarantee from a scheduled Bank in the sum of Rs ………………………. ,
in terms of Draft development Agreement,
Kindly note that this communication by itself does not create any rights or contractual relationship with
MPHIDB/ GoMP. Any such right or relationship shall come into effect upon complying with conditions
set out in Para 7 and the execution of Development Agreement.
Yours Truly,
Deputy Commissioner
MP Housing & Infrastructure Board.
Circle Jabalpur.
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Format of acknowledgement of letter of acceptance
Date: (Within one week of date of LOA)
To,
Dy. Housing Commissioner
Madhya Pradesh Housing & Infrastructure development Board
Circle Jabalpur
Hathital Jabalpur.
Subject: Acknowledgement of letter of acceptance for Development of 4700 sqm commercial land at
Chhoti Omti Jabalpur Project
We are pleased to acknowledge the letter of acceptance issued by MPHIDB wide their letter reference
……….. Dated ……………………… for the development of 4700 sqm commercial land at Chhoti Omti Jabalpur
Project.
We have reviewed the aforesaid letter of acceptance and are enclosing herewith a copy of the letter of
acceptance dully acknowledged in acceptance of the conditions, and undertake to comply with the
following within three weeks of the date of LOA.
1. Execute the development agreement
2. Furnish a demand draft in favor of MPHIDB payable at Jabalpur for an amount of Rs. ---------
towards the First project payment as per the terms of development agreement.
3. Furnish a performance guarantee of the amount of Rs…………………….... (Rupees
…………………………………… only)
Name of Bidder
……………………………………….
Signature of authorized person
…………………………………………..
Name of Authorized person
Notes:
i. On the letterhead of the bidder.
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Format of undertaking (To be submitted by the sole applicant to MPHIDB)
This undertaking is given on this ……………………. Day of ……………20... At ……….by. M/s ………………………….
Having its registered office at ……………………………. (Herein after the Bidder)
WHEREAS Government of Madhya Pradesh GoMP has invited proposals from entities interested in
Design, Construction, Development, Finance, Management, operation and Maintenance of 4700 sqm
commercial land at Chhoti omit Jabalpur.
AND WHEREAS the Bidder has diligently pursued the modalities and provisions of the Request of
Proposal (RFP) in respect of the project and hereby agree and undertake to abide by the following
1. That the Bidder shall carry out all responsibilities as developer in terms of the Development
Agreement.
2. That the Bidder shall be individually and singularly liable for the execution of the project in
accordance with the terms of the development agreement.
3. That the bidder affirms that it shall implement the project in good faith and shall take all
necessary steps to see the project through expeditiously. It shall not negotiate with any other
party for this project.
4. That this undertaking shall be governed in accordance with the laws of India and courts at
Bhopal shall have exclusive jurisdiction to adjudicate disputes arising from the terms herein.
In witness whereof the Bidder affirms that the information provided is accurate and true and has caused
this undertaking to be duly executed on the date and year above mentioned.
………………………………………….
Bidder
Witness:
1. …………………………………………………..
2. …………………………………………………..
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Format of Bank Guarantee
(To be used by approved scheduled bank)
1. In consideration of the Madhya Pradesh Housing Board hereinafter called the Board having agreed
to exempt M/s.................... (hereinafter called the said construction agency) from the demand
under the terms and conditions of agreement dated …………………made between
……………………...................................... and
………………................................................................................................. for ……………… (Name of
Project) (hereinafter called the said agreement) of security deposit for the due fulfillment by the
said construction agency of the terms and conditions contained in the said agreement on
production of a Bank Guarantee for Rs.…………..(Rupees………………..) only. We……………..............…
(hereinafter referred to as the bank) do hereby undertake to pay to the Board an amount not
exceeding Rs ……………………(Rupees.......................) against any loss or damage caused to or
suffered or would be caused to or suffered by the Board by the reason of any breach by the said
construction agency of any terms or conditions contained in the said agreement.
2. We …………………………………………..(Name of Bank) do hereby undertake to pay the amount due and
payable under this guarantee without any demur merely on a demand from the Board stating that
the amount claimed is due by way of loss or damage caused to, or suffered by the Board by reason
of any breach by said construction agency failure to perform the said agreement. Any such
demand made on the Bank shall be conclusive as regards the amount due and payable by the
Bank under this guarantee. However, our liability under this guarantee shall be restricted to an
amount not exceeding Rs. …………………………(Rupees....................................)
3. We ………………………………… (Name of Bank) further agree that the guarantee herein contained shall
remain in full force and effect during the period that would be taken for the performance of the
said agreement and that it shall continue to be enforceable till all the dues of Board under or by
virtue of said agreement have been fully paid and its claim satisfied or till the Executive Engineer,
M.P Housing Board …………………….Division certifies that the terms of the said agreement have
been fully and properly carried out by the said construction agency and accordingly discharges the
guarantee. Unless a demand or claim under this guarantee is made on us in writing on or before
…………………………(date) we shall be discharged from all liability under this guarantee thereafter.
4. We ……………………………. (Name of Bank) further agree that the Board shall have the fullest liberty
without our consent and without effecting in any manner our obligation hereunder or any of the
terms and conditions of the said agreement or to extend time of performance by the said
construction agency from time to time or postpone for any time or from time to time any of the
powers exercisable by the Board against the said construction agency and to forebear or enforce
any of the terms and conditions relating to the said agreement and we shall not be relieved from
our liability by reasons of any such variation of extension having granted to the said construction
agency for any forbearance, act, or omission on the part of the Board or any indulgence by the
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Board of the said construction agency or by any such matter or thing whatsoever which under the law
relating to sureties would but for this provision have effect of so relieving.
5. We …………………………. (Name of Bank) lastly undertake not to revoke this guarantee during its
currency except with the previous consent of the Board in writing.
Dated this …………………….. day of ……………………. 201…..
For ……………………………
Signature of Authorised Signatory
Seal .............................................
Name of Bank .............................
Madhya Pradesh Housing and Infrastructure Development Board
Circle Jabalpur Hathital, Jabalpur Madhya Pradesh
Bid Document For
Construction of Joint Director Office, Staff Quarters & Other Buildings including Development
works, for Veterinary Department Government of Madhya Pradesh at Aadhartal Shobhapur Road
Jabalpur and Auction of 4700 sqm of Land of Veterinary Dispensary at Chhoti Omti Jabalpur
Part – III Draft Development Agreement
(January 2015)
Deputy Housing Commissioner
Madhya Pradesh Housing & infrastructure Development Board
Circle Jabalpur Madhya Pradesh
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Draft Development Agreement
On Stamp Paper of Rs.100/- This Development Agreement is mutally agreed and entered into on this the day_________day
of__________20______ at __________ Madhya Pradesh.
BETWEEN
Government of Madhya Pradesh (“GoMP”), acting through the District Collector Jabalpur having his office at_______________________Jabalpur, Madhya Pradesh (hereinafter referred to as “GoMP”, which expression shall unless repugnant to the context of meaning thereof including its administrators, successors and assigns) of one part.
AND Madhya Pradesh Housing & Infrasturcutre Development Board, a GoMP undertaking and established as a body corporate under the Madhya Pradesh Griha Nirman Mandal Adhiniyam, 1972 and represented by its Deputy Housing Commissioner, having its registered office at Hathital Jabalpur (hereinafter referred to as the “Project Management Agency “PMA”, which expression shall unless repugnant to the context or meaning thereof include its successors and permitted substitutes) of the Second Part;
AND ________________________, a company duly incorporated under the provisions of the Companies Act, 1956 and having its registered office at_______________ unless repugnant to the context or meaning thereof include its successors and permitted substitutes) of the Third Part. WHEREAS
A. GoMP has identified about 4700 sqm land in Veterinary Department campus at Chhoti Omti Jabalpur for Re development under re densification policy of GoMP. This site is proposed for commercial development. GoMP Department of Veterinary owns another parcel of land at Aadhartal Jabalpur as delineated in Schedule A Annexure 1 A identified for proposed government construction as per Schedule A Annexure 2, under a suitable public private partnership scheme in this development project.
B. GoMP is absolute owner of 4700 sqm commercial land situated at Chhoti Omti Jabalpur
described with a sketch plan in schedule A Annexure 1B.
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C. MPHIDB a GoMP undertaking has been made as nodal; agency responsible for this project and has been appointed as Project Management agency (P&M) for this project.
D. The GoMP has decided to invite competitive proposals from eligible bidders to unlock the commercial value on project site on a concession cum lease basis through open transparent bidding process.
E. After evaluating the received proposals, GoMP accepted the proposal submitted by the successful bidder and accordingly issued LOA wide No ……………….. , Date…………………. , for this project to successful bidder for the execution of development agreement, project payment and performance of its obligations under this development agreement.
F. GoMP confirms having received from the developer an amount of Rs …………………., as first
installment of payment wide DD No …………………… , Date …………………, Drawn on ………………… , requisite performance security in shape of Bank Guarantee issued by ……………………….. Bank having validity up to …………………… .
G. GoMP has agreed to this said request of the successful bidder and has accordingly agreed to
enter in to this Development agreement with the developer pursuant to LOA for inter alia, the construction of Government facilities at Aadhartal and design, engaging and financing and procurement, construction and operation and maintenance of the said project at Chhoti Omti Jabalpur.
NOW THEREFORE IN CONSIDERATION OF THE PREMISES AND THE MUTAL COVENANTS HEREINAFTER CONTAINED, THE PARTIES HERETO HEREBY AGREE AND THIS AGREEMENT WITNESSETH AS FOLLOWS: DEFINITIONS AND INTERPRETATION Article 1 1.1 Definitions
In this Agreement, the following words and expressions shall, unless, repugnant the context or
meaning thereof, have the meaning hereinafter respectively ascribed to them: “Agreement” means this agreement including schedules and annexure hereto, as of the date
hereof as may be amended or supplemented, from time to time, in accordance with the provisions hereto.
“Agreement Period” means the period beginning from the Appointed Date and ending on the
Termination Date and shall include the Concession Period and the Lease Period. “Applicable Laws” means any statute, law promulgated or brought into force and effect by GoI
of GoMP including regulations and rules, bye-law, ordinance made thereunder and judgments, decrees, injunctions, writs or orders of any court of record, clearance, directive, guidelines, policy, requirement, or other governmental restriction or any similar form of decision of, or determination by, or any interpretation or administration having the force of law of any of the foregoing, promulgated or brought into force and effect by GoI and GoMP having jurisdiction over the matter in question, whether in effect as of the date of this agreement or therafter.
“Applicable Permits” means all clearances, permits, authorization, consents and approvals
required to be obtained or maintained under or pursuant to Applicable Laws, in order to implement the
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Project during the subsistence of this Agreement, and indicative list of such permits is set out in Schedule 6. “Appointed Date” means the date of this agreement. “Arbitration Act” means the Arbitration and Conciliation Act, 1996 and shall include modifications to or any re-enactment thereof as in force from time to time. “Book Value” means the value of the capital expenditure incurred on the project as per the books of the Developer, net of depreciation charged on the basis of straight-line method and amortized equally over the estimated lift of assets in terms of Good Industry practice, duly verified and certified by the independent auditor in accordance with IGAAP. “BOQ” shall means Bill of Quantity set out in Schedule A Annexure. “COD” or “Commercial Operations Date” means the date on which the Project Completion Certificate is issued to the Developer. “Concession” shall have the meaning as ascribed to it under sub clause 3.1.1 of this Agreement. “Concession Period” shall mean, unless extended under the provisions of this Agreement, a period of Nine (9) years commencing from the Appointment Date. “Construction Agency” shall means the entity specified in the Construction Agreement with whom the agreement is signed by PMA. “Construction Agreement” shall means the agreement entered between the Developer and PMA in the form prescribed under Schedule 13 of this Agreement. “Construction Documents” means all approved plans, manuals, drawings (including as built drawings), calculations, computer software (programmes) samples, patterns and models prepared and used for the Project. “Construction Requirements” means the requirement/specifications for construction of the project, including any modifications/alterations as may b mutually agreed by the parties and specifically detailed under Schedule 5 to this Agreement. “Contractor” means any Person with whom the Developer has entered into/may enter into any agreement, contract, for the implementation of the project, but does not include a party to the Substitution Agreement and/or the Construction Agreement. “Cure Period” means the period specified in this Agreement for curing any breach or default of any provision of this agreement by the party responsible for such breach or default and upon failing of which the agreement may be terminated by the other party. “Defects Liability Period” shall mean a period of Twenty Four (24) months from the handback of each of the respective Government Facilities.
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“Encumbrance” means any encumbrances such as mortgage, charge, pledge, lien, hypothecation, security interest, assignment, privilege or priority of any kind having the effect of security or other such obligations and shall include without limitation any designation of loss payees or beneficiaries or any similar arrangement under any insurance policy pertaining to the project, physical encumbrances and encroachments on the Project Site. “End Date” means the respective date(s), as specified in Schedule 11, on which each of the Project Milestones is to be achieved by the Developer in accordance with the terms of this Agreement. “Equipment” means all machinery, equipment, apparatus and other things (other than “Temporary Works) required for the execution and completion of the Works and the remedying of any defects, but does not include, Materials, or other things intended to form or forming part of the Permanent Works. “Estimated Government Facilities Construction Payment” means the estimated cost of construction of Government Facilities equal to Rs. 916.30 Lakhs (Rupees Nine Crores Sixteen Lakhs and Thirty Thousands Only.) as set out in the Abstract Estimate in Schedule A Annexure 3. “Financial Close” means the date on which the Financing Document providing for funding by the Lenders have become effective and the Developer has immediate access to such funding under the Financing Documents. “Financing Documents” means the documents executed by the Developer in respect of financial assistance to be provided by the Lenders by way of loans, guarantees, subscription to non-convertible debentures and other debt instruments including loan agreements, guarantees, notes, debentures, bonds and other debt instruments, security agreements, and other documents relating to the financing (including refinancing) of the project and includes amendments or modifications thereto as per the terms of this agreement. “Force Majeure”or“Force Majeure Event” shall have the meaning ascribed thereto in Article19. “GOI” means the Government of India. “GoMP” means the Housing & Environment Department of the Government of Madhya Pradesh. “Good Industry Practice” means those practices, methods, techniques standards, skills, diligence and prudence which are generally and reasonably expected of and accepted internationally from a reasonably skilled and experienced operator engaged in the same type of undertaking as envisaged under this Agreement and acting generally in accordance with the provisions of the National Building Code and would mean good engineering practices in the design, engineering, construction, and project management and which would be expected to result in the performance of its obligations by the Developer and in the operation and maintenance of the Realty Facilities, in particular and the Project, in general, in accordance with this Agreement, Applicable Laws, Applicable Permits, reliability, safety, environment protection, economy and efficiency.
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“Government Agency” means, GoI, GoMP or any Ministry, department commission, board, authority, instrumentality or agency, under the control of GoI or GoMP having jurisdiction over all or any part of the project or the performance of all or any of the services or obligations of the Developer under or pursuant to this agreement. “Government Facilities” means JD Office & Other buildings, including development works as detailed out in Schedule A Annexure3, which the Developer is required to, construct, develop and Handback within the Project site on the land earmarked as the Government Facilities Area. “Government Facilities Area” means the area of the Project Site, admeasuring 4700 Sqm. of commercial land at Chhoti Omti Jabalpur, for greater clearness delineated in a map in Schedule A annexure 1 B “Government Facilities Completion Certificate” shall refer to the last certificate to be issued by PMA in the sequence of Government Facilities Milestone Certificate. “Government Facilities Milestone Certificate” shall mean a certificate issued by PMA upon the fulfillment of Construction Requirements for each developed segment of the Government Facilities Area as mentioned in Milestone table attached with RFP Document. “Handback” shall have the meaning ascribed thereto under Clause 7.5. “IGAAP” means Indian Generally Accepted Accounting Principles. “Implementation Period” means the period beginning from the Appointment Date and ending on COD. “Infrastructure Facilities” means and includes the facilities required to be constructed built, installed, erected or provided by the Developer on the Project site and comprising Government Area Infrastructure Facilities (finance by GoMP), Realty Area Infrastructure Facilities (finance by Developer) and Reconnected Public Utilities (finance by GoMP) in accordance with the terms of this agreement and includes the Utility Facilities, as set out in Schedule A annexure 3 “Infrastructure Facilities Completion Certificate” shall mean the certificate issued by PMA upon due fulfillment of Construction Requirements for Infrastructure Facilities. “Lease” shall have the meaning ascribed thereto under Clause 8.2 of this Agreement. “Lease Commencement Date” means the date from which the Lease between the GoMP and the Developer, with respect to each of the Leased Premises, shall come into effect. “Lease Deed” means the agreement to be executed between GoMP and the Developer in respect of the Lease Premises for the development of Realty Facilities and Realty Area Infrastructure Facilities and as per proforma of “Lease Deed” attached with this document. “Lease Period” shall mean, in respect of each of the Leased Premises, a period of ninety nine (99) years, extendable thereafter at the request of Developer, commencing from the Lease Commencement Date.
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“Lease Premises” shall mean each of the identified portions/plots of the Realty Facilities Area, more particularly described in Schedule 1 and Schedule 11 hereto, transferred on Lease to the Developer by GoMP. “Lenders” means banks/financial institutions/funds/trusts/ any holder of debentures/ bonds or other securities who provide or refinance the debt component of the cost of the project for the development of the project (including guarantees, risk participation facility, take-out facility and other forms of credit enhancement) and includes any subscriber to/trustee for the holders of debentures/bonds or other securities issued to met or contribute to the cost of project by which contribution has been made to meet the cost of the development of the project. “Letter of Acceptance” means the letter No._________Date_________ issued by the GoMP to the successful bidder and a copy of which is annexed as format with this document. “Materials” means things of all kinds to be provided and incorporated in the Permanent Works by the Developer, including the items which are to be provided installed and set up by the Developer as specified in the Agreement. “PMA Representative” means such person or persons as may be authorized in writing by PMA to act on its behalf under this agreement and shall include any person or persons having authority to exercise any rights or perform and fulfill any obligations of PMA under this agreement. “Material Adverse Effect” means material adverse effect on (a) the ability of the Developer to exercise any of its rights or perform/discharge any of its duties/obligations under and in accordance with the provisions of this Agreement and/or (b) the legality, validity, binding nature or enforceability of this Agreement. “Material Breach” means breach by either party of any of its obligations in this agreement which shall be deemed to have a Material Adverse Effect on the Project and which it shall have failed to cure within the Cure Project. “Occupancy Certificate” means the certificate issued by Municipal Corporation Jabalpur, certifying that a specified Structures has been completed and is ready for occupation. “O&M Works” means all works necessary to keep the Realty Facilities and Realty Area Infrastructure Facilities in operation during the Operations Period. “Operations Period” means the period co-terminus with the Lease Period and commencing from Lease Commencement Date and ending on the Termination Date in respect of each of the Leased Premises. “Parties” means the parties to this agreement and “Party” means either of them, as the context may admit or require. “Performance Guarantee” shall have the meaning ascribed t the same under Clause 7.9 of this agreement.
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“Permanent Works” means the permanent works to be designed and executed in accordance with the Construction Requirements. “Persons” unless specifically provided otherwise, shall mean any individual, corporation, partnership, joint venture, trust or Government Agency or any other legal entity as the context may admit or require. “Price Proposal” means the price for the project, as quoted by the Successful Bidder, in his response to the Request for Proposal. “Project” means development, design, financing, procurement, engineering, construction, operation and maintenance of the Project Facilities in accordance with the provisions of this agreement and shall include all works relating to or in respect of the project and as particularly described in Article 2.
“Project Architects” shall mean Concept Architects 31 B Zone II MP Nagar Bhopal appointed by MPHIDB for planning & Designing Government facilities at Veterinary Campus Aadhartal Jabalpur.
“Project Agreements” means collectively this agreement, the Substitution Agreement, Construction Agreement, Lease Deeds, contract and any other material contract (other than Financing Documents) entered into or may enter into by the Developer in connection with the project. “Project Completion Certificate” means the certificate issued to the Developer by the PMA and more particularly described in Clause 16.1. “Project Facilities” means the physical works engineered, procured and constructed as a result of the works being performed and shall include Infrastructure Facilities, Government Facilities and Realty Facilities and as set out in Schedule 4. “Project Management Fees” shall mean the amount equivalent to six percent (6%) of the Project payment, payable as per Payment schedule table attached, to be paid by the GoMP to PMA in consideration of the services rendered by PMA for the project and in accordance with the budgetary provisions framed in respect thereof. “Project Milestones” means the milestones as set out in Schedule 11. “Project Milestone Certificate” means the certificates issued to the Developer by PMA, in respect of the Project Milestones achieved as per the terms of this Agreement, as set out in Project Mile stones Table. “Project Payment” means the amount payable by the Developer to GoMP as the consideration for the project and in accordance with Article 21. “Project Site” means all that plot of land containing admeasurements an area of 4700 Sqm. or thereabouts, situated at Chhoti Omti Jabalpur more particularly described & delineated in ScheduleA Annexure 1B to this agreement.
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Development of 4700 sqm. Land belonging to Veterinary Department GoMP at Chhoti Omti Jabalpur January 6, 2015
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“Termination Payment” means the amount payable by either party, as the case may be, as per the terms of this Agreement upon Termination. “Tests” shall means the tests to be carried out in accordance with the Construction Requirements or the O&M Requirements and if no expressly specified in either of the said requirements, as instructed by the PMA. “Utility Facilities” means and includes facilities required to be constructed, built, installed, erected or provided by the Developer on the Project Site in accordance with the terms of this agreement and as set out in Schedule 4 to this agreement. “Works” means the Permanent Works and the Temporary Works or either of them as appropriate. 1.2 Interpretation
(a) the words importing singular shall include plural and vice versa, and words denoting
natural persons shall include partnerships, firms, companies, corporations, joint ventures, trusts, associations, organizations or other entities (whether or not having a separate legal entity);
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(i) any reference to any period commencing “from” a specified day or date and “till” or “until” a specified day or date shall include both such days or dates; (j) reference to Indian law shall include the laws, acts, ordinances, rules, regulation or bye laws which have the force of law in any State or Union Territory forming part of the Union of India; (k) terms and words beginning with capital letters and defined in this agreement shall have the meaning ascribed thereto herein and the terms and works defined in the schedules and used therein shall have the meaning ascribed thereto in the Schedules; (l) references to “construction” include, unless the context otherwise requires, investigation, design, engineering, procurement, delivery, transportation, installation, processing, fabrication, testing, commissioning and other activities incidental to the construction; (m) any reference to any period of time shall mean a reference to that according to Indian Standard Time; any reference to day shall mean a reference to a calendar day; and (n) the damages payable by either party to the other of them as set forth in this agreement, whether on per diem basis or otherwise, are mutually agreed genuine pre-estimated loss and damage likely to be suffered and incurred by the party entitled to receive the same and are not by way of penalty or liquidated damages (the “Damages”).
1.3 Priority of contract documents and errors/discrepancies 1.3.1 The several documents forming this agreement are to b taken mutually explanatory to one
another and, unless otherwise expressly provided elsewhere in this agreement, the priority of the following documents shall in the event of any conflict between them be in the order they are set out:
(i) this Agreement: (ii) all other documents forming part of this Agreement i.e. document at (i) above shall prevail over the documents at (ii) above and so on.
1.3.2 In case of ambiguities or discrepancies within this agreement the following shall apply:
(i) between two Clauses of this Agreement, the provisions of the specific clause relevant to the issue under consideration shall prevail over those in other clauses;
(ii) between the clauses and the schedules, the clauses shall prevail save as otherwise
expressly set forth in sub clause 1.3.1;
(iii) between any value written in numerals and that in words, the latter shall prevail.
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SCOPE OF WORK Article 2 2.1 The scope of the project to be executed on the project site shall include
i. Construction, completion and handing back of Government facilities in Veterinary campus
Aadhartal Jabalpur site.
ii. Design, Engineering, Financing, Procurement, Construction completion, Operation and
Maintenance whereof on Project Site at Chhoti Omti Jabalpur.
2.2 The scope of project shall also include the performance and fulfillment of other incidental
obligations by the development under this agreement. The developer shall undertake performance
of all its obligations under this agreement at its own cost and expenses.
2.3 The project is an integrated development project and the developer can only and as per terms of
this agreement, sublease/ licenses/ sub license the developed built up spaces and does not has any
right to part with the project site as a whole or in parts by way of sublease/ licenses/ sub license of
the raw land or developed project site.
CONCESSION Article 3 3.1 Grant of Concession 3.1.1 In consideration of the Project Payment paid and agreed to be paid by the Developer to GoMP
and subject to and in accordance with the terms and conditions set forth in this agreement, GoMP hereby grants to the Developer and the Developer hereby accepts the Concession for a period of 18 months commencing from the Appointed Date, including the exclusive right, license and authority (hereinafter “Concession”), to implement the Project.
3.1.2 Subject to and in accordance with the terms and conditions set forth in this Agreement, the
Concession hereby granted shall entitled the Developer to enjoy, and oblige the Developer to undertake the following in accordance with the provisions of this agreement, the Applicable Laws and the Applicable Permits.
(i) to procure, construct, complete and Handback the Government Facilities; (ii) to develop, design, engineer, finance, procure but not construct the Realty Facilities on
the Project Site under Concession; (iii) perform and fulfill all the Developer’s obligations under this Agreement during the
Concession Period; (iv) bear and pay all expenses, costs and charges incurred in the fulfillment of all the
Developer’s obligations under this Agreement;
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(v) not assign or create any encumbrances on the Concession hereby grated on the whole or any part of the Project Site nor transfer, lease or part possession therewith save and except as expressly permitted by this agreement, and
(vi) to execute the Lease Deeds, in respect of Leased Premises, as and when handed over by the GoMP in accordance with the terms as set out under this agreement.
3.1.3 The Concession Period shall commence on the Appointed Date and shall, if not terminated
earlier or extended by GoMP/, expire on the second anniversary of the Appointed Date.
OBGALIGATIONS OF THE DEVELOPER IN THE CONCESSION PERIOD Article 4 4.1 The Developer shall at its own cost and expense observe, undertake, comply with and perform,
in addition to and not in derogation of its obligations elsewhere setout in this Agreement, the following:
4.1.1 take over the Government Facilities Area, within fifteen (15) days of such notice from MPH&IDB
through Dy.Housing Commissioner, Jabalpur in terms of sub clause 5.1.1; 4.1.2 procure, construct, complete and Handback the Government Facilities in accordance with the
Construction Requiremnts; 4.1.3 develop, design, engineer, finance, procure construct Realty Facilities on the Project Site under
Concession; if lease is granted; 4.1.4 to abide by the timelines towards development of Government Facilities in terms of details set
out; 4.1.5 agree to pay liquidated damages set out in Project Mile stone Table for a delay in achieving the
Project Milestones; 4.1.6 take over the peaceful and vacant possession of the Leased Premises, as and when handed over
by GoMP; 4.1.7 make such financing arrangement as would be necessary to implement the project; 4.1.8 undertake the activity of demolishing and disposing off the existing structures on the project site
if, so handed over by GoMP; 4.1.9 procure, as required, the appropriate proprietary rights, licenses, agreements and permission
for materials, methods, processes and systems, used or incorporated for execution of Developer’s obligations during the Concession Period;
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4.1.10 obtain and maintain al Applicable Permits in such sequence as is consistent with the requirements of the project;
4.1.11 supervise, monitor and control the activities of contractors, where appointed by the Developer,
under their respective Project Agreement as may be necessary; 4.1.12 prepare and submit with reasonable promptness and in such sequence as is consistent with the
Project Milestones of Construction Documents of the Realty Facilities to PMA for review and comments;
4.1.13 afford access to the Project Site to the PMA Representative(s), GoMP and its authorized
representatives and Lenders and to the persons duly authorized by any Governmental Agency having jurisdiction over the Project, including those concerned with safety, security or environmental protection to inspect the Project Facilities and to investigate any matter within their authority and upon reasonable notice, the Developer shall provide to such persons reasonable assistance necessary to carry out their respective to such persons reasonable assistance necessary to carry out their respective duties and functions with minimum disruption to the construction, operation and maintenance of the Project Facilities consistent with the purpose for which such persons have gained such access to the project site;
4.1.14 remove promptly from the Project Site all surplus construction machinery and materials, waste
materials (including, without limitation, hazardous materials and waste water), rubbish and other debris (including without limitation accident debris) and shall keep the Project Site in a neat and clean condition and in conformity with the Applicable Laws and Applicable Permits;
4.1.15 ensure that only necessarily requisite number of trees are severed from the Government
Facility Area for implementation of the Project and the same are duly handed over to the authorized representative of GoMP;
4.1.16 provide all assistance to the PMA as it may require for the performance of its duties and services
under this Agreement; 4.1.17 make reasonable efforts to maintain harmony and good industrial relations among the
personnel employed in connection with the performance of the Developer’s obligation under this agreement;
4.1.18 not to place or create and not permit any Contractor or other person claiming through or under
the Developer to create or place any Encumbrances or security interest over all or any part of Project Site or on any rights of the Developer therein or under this Agreement, save and except as expressly set forth in this agreement;
4.1.19 not, without the prior written approval of PMA, use the Project Site for any purpose other than
for the purpose of the Project and purposes incidental or ancillary thereto; 4.1.20 to ensure compliance, at all times, to the layout plan and the respective
requirements/conditions, so approved by the relevant authorities for the construction of the Realty Facilities and neither deviate, in any manner whatsoever, from the same nor alter the size
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of the Project Site in any manner whatsoever, during the term of this Agreement without the prior written approval of the GoMP;
4.1.21 make payments towards any charges, fees, levies, taxes, cess towards obtaining Applicable
permits; 4.1.22 to submit request for signing of Lease Deed/s by providing atleast one (1) month notice to
GoMP and PMA; 4.1.23 to obtain a No Objection Letter from PMA for filing the application(s) before the competent
authorities for obtaining the Applicable Permits; 4.1.24 upon issuance of No Objection Letter request GoMP and subsequently execute the Lease
Deed(s) in respect of the Leasd Premises, during the Concession Period; and 4.1.25 enter into Construction Agreement with PMA towards development of Government Facilities
Area on the Appointed Date;
OBLIGATION OF GoMP Article 5 5.1 GoMP agrees to observe, comply and perform the following: 5.1.1 within fifteen (15) days from the Appointed Date, issue notice to Developer to take over the
vacant and peaceful possession of the Government Facilities Area through the Collector, Jabalpur;
5.1.2 within thirty (30) days from the Appointed Date, hand over to the Developer through the
Collector Jabalpur, the vacant and peaceful physical possession of the Government Facilities Area on ‘as-is-where-is’ basis, free from Encumbrances, for the purpose of implementing the project;
5.1.3 cause the takeover of the Government Facilities on Handback and take the requisite steps for
the appointment of the PMA; 5.1.4 cause the issuance of the No Objection Letter through PMA to the Developer; 5.1.5 cause issuance of Project Milestones Certificate in the manner specified in through is PMA; 5.1.6 enable access to the Project Site, free from Encumbrances, in accordance with this Agreement; 5.1.7 permit peaceful use of the Government Facilities Area by the Developer, as Developer, under
and in accordance with the provisions of this Agreement without any let or hindrance from GoMP or persons claiming through or under it;
5.1.8 step in, in place of the Developer, as Sub lessee/Sub-licensee, where this Agreement is annulled
due to a Developer Event of Default or Force Majueure Event;
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5.1.9 execute with the Developer the Lease Deed, through Collector, Jabalpur for the respective Leased Premises in commensuration of the weighted averaged value of the Government Facilities and in accordance with the terms of this Agreement and Project Milestones, within thirty (30) days from the issue of such notice by the Developer.
HAND OVER OF THE PROJECT SITE Article 6
6.1 Upon the project site being handed over, pursuant to this agreement for Government Facility
Area, the Developer shall, subject to the provisions of Article 3, have the right to enter upon, occupy and use the same and to make at its costs, charges and expenses such investigation, development and improvements in the Project Site as may be necessary or appropriate to develop the project in accordance with the provisions of this agreement.
6.2 The Developer shall have the right to use the Project Site, in accordance with the provisions of
this agreement, singularly for the purpose as specified under of this agreement and shall regulate the entry into and use of the same by third parties for facilitation and implementation of the said purpose.
HANDBACK OF GOVERNMENT FACILITIES Article 7
7.1 Without prejudice and subject to the concession, the ownership of the Project Facilities
including all improvements made therein by the Developer, shall at all times rest with GoMP. 7.2 Based on Project Milestones and atleast thirty (30) days prior to the expected completion of
works to be performed by the Developer during the Concession Period a joint inspection of the Government Facilities shall be undertaken with PMA and any person/body appointed in that behalf by the Developer.
7.3 PMA, shall within thirty (30) days of such inspection prepare and furnish to the Developer, a list
of works/jobs (“Punch List”), if any, to be carried out so as to conform to the Construction Requirements. The Developer shall promptly address, undertake the complete the Punch List to ensure that the Government Facilities meet Construction Requirements.
7.4 PMA shall thereupon proceed with issue of Government Facilities Milestone Certificate in
relation to the respect segment of the Government Facilities Area. 7.5 On issuance of each of the aforesaid Government Facilities Milestone Certificate, the
Development shall hand-back the peaceful possession of the Government Facilities, in respect of which the said certificate has been issued, to GoMP nominee, in good operable condition and on ‘as-is where-is’ basis (the “Handback”).
7.6 PMA shall allow the Developer for signing of Lease Deed, of the respective Leased Premises, in
commensuration of the weighted average value of the Government Facilities, so handed back, and in accordance with the terms of the terms of this agreement.
7.7 In the event a material defect is observed in the respective Government Facilities at the time of
Handback, for which a Government Facilities Milestone Certificate has been issued, the same
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shall be brought to the notice of the Developer, who shall then be obliged to make good the defect to the satisfaction of PMA.
In the event of the Developer fails to adhere to the obligation, as hereinafter mentioned, the Developer shall be liable to pay liquidated damages as per condition mentioned in Project Mile Stones Table.
7.8 Defect Liability Period and Rectification of Defects 7.8.1 Defect Liability Period
The Defect Liability Period for the Government Facilities shall be twenty four months (24 months) from the date of Handback of the respective Government Facility.
7.8.2 Developer’s Defect
The Developer shall, at is own cost and expense, carry out all works necessary for the rectification of any Defect in or damage to the Government Facilities which the Government Facilities Milestone Certificate has been issued, caused during the Defects Liability Period as PMA, may, during the Defects Liability Period or which fourteen (14) days after its expiration, instruct, pursuant to an inspection made by the PMA prior to the expiration of the Defects Liability Period.
7.8.3 Defects Liability Certificate
The PMA shall issue to the Developer the Defects Liability Certificate for the Government Facilities, for which the Government Facilities Milestone Certificate has been issued, within fifteen (15) days of the expiration of the Defects Liability Period.
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(e) GoMP may claim the amount of Performance Guarantee in a single demand or in more than one demand from the issuer of the Performance Guarantee (“Bank”). The Bank shall make payment upon such demand without any demur or proof or proof of the same from the Developer. If not paid, then it shall subsist as a liability on the Developer till the complete payment of the amount specified in the Performance Guarantee is made.
(f) Where the Performance Guarantee has been invoked in part or full under the terms of this Agreement, provided the Development Agreement not been terminated, the Developer undertakes to forthwith furnish a top up guarantee or replenish the Performance Guarantee in the manner such that the aggregate value of the performance guarantees, at all times upto three (3) months following the Performance Guarantee Expiry Date, is equivalent to the ten percent (10%) of the Project Payment. GRANT OF LEASE Article 8 8.1 Subject to and in accordance with the terms and conditions set forth in this Agreement
and through the Lease Deed to be entered in to between GoMP and the Developer as per “Lease Deed Proforma attached with RFP document., GoMP shall grant to the Developer and the Developer shall accept, the Lease, with respect to each of the Leased Premises for a period of thirty (30) years taking effect or commencing from the Lease Commencement Date.
8.2 Subject to an in accordance with the terms and conditions set forth in this Agreement,
the Lease hereby granted shall entitled the Developer to enjoy, and oblige the Developer to undertake the following in accordance with the provisions of this Agreement, the Applicable Laws and the Applicable Permits:
8.3 The Lease Period, in respect of each Leased Premises, shall commence on the respective
Lease Commencement Dates and shall, if not terminated earlier or extended/renewed by GoMP, expire on the thirty (30th) anniversary of each of the Lease Commencement Dates.
8.4 An Event of Default under this Agreement shall also be deemed to be an Event of
Default under the respective Lease Deeds.
8.5 The Lease Period shall be periodically extendable by GoMP, at the request of the Developer, for additional periods of thirty (30) years each.
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8.6 The extensions to the Lease Period shall be granted by GoMP, provided a request for
such extension has been submitted by the Developer, atleast one (1) year before the expiry of the Lease Period. However, under exceptional circumstances, GoMP at its sole discretion may extend the Lease Period, even after expiry of Lease Period.
8.7 The extensions to the lease period for each thirty (30) years period shall be granted by
GoMP at no additional cost to the Developer.
Provided that any payment in lieu of the Applicable Laws and Applicable Permits, at that time, including stamp duty on Lease (if applicable in terms of Application Laws at the time of such renewal), shall be required to be paid by the Developer.
OBLIGATION OF THE DEVELOPER IN THE LEASE PERIOD Article 9
9.1 The Developer shall at its own cost and expense observe, undertake, comply with and
perform, in addition to and not in derogation of its obligations elsewhere setout in this agreement, the following:
9.1.1 develop, design, engineer, finance, procure, construct and complete the Realty Area
Infrastructure Facilities in accordance with the Construction Requirements and the terms of this agreement;
9.1.2 develop, design, engineer, finance, procure, construct and complete the Realty Facilities
in accordance with the Construction Requirements, and the terms of the Agreement;
9.1.3 to abide by the timelines towards development of Project Facilities in terms of details set out;
9.1.4 agrees to pay liquidated damages set out for a delay in achieving the Project Milestones;
9.1.5 at its cost, expenses and risk make such financing arrangement as would necessary to
implement the project and to meet all of its obligations under this agreement, in a timely manner;
9.1.6 operate and maintain the Realty Facilities and Realty Area Infrastructure Facilities at all
times in conformity with this agreement including but not limited to the requirements set forth, and Good Industry Practice;
9.1.7 procure, as required the appropriate proprietary rights, licenses, agreements and
permissions for materials, methods, processes and systems used or incorporated for execution of Developer’s obligations during the Lease Period;
9.1.8 obtain and maintain all Applicable Permits in such sequence as is consistent with the
requirements of the project.
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9.1.9 appoint, supervise, monitor and control the activities of contractors under their respective Project Agreements as may be necessary;
9.1.10 provide all assistance to the PMA as it may require for the performance of its duties and
services;
9.1.11 make reasonable efforts to maintain harmony and good industrial relations among the personnel employed in connection with the performance of the Developer’s obligations under this agreement.
9.1.12 shall not, without the prior written approval of GoMP, use the Realty Facilities Area for
any purpose other than for the purpose of the Project and purposes incidental or ancillary thereto;
9.1.13 make payments towards any charges, fees, levies, taxes cess towards obtaining and
maintaining Applicable Permits; and
9.1.14 ensure that only necessarily requisite number of trees are severed from the Realty Facility Area for implementation of the Project and the same are duly handed over to the authorized representative of GoMP.
DEVELOPMENT AND ENJOYMENT OF LEASED PREMISES Article 10
10.1 Subject to the terms of this agreement, the Developer shall be at liberty to construct,
erect, renovate, repair, alter, pull down or otherwise deal with the Realty Facilities and any structure or structures standing thereon or to be constructed hereafter and the works carried out therein and shall carry out any modifications thereto as it deems fit and shall keep the structures constructed or standing for the time being on the Leased Premises or any part or portion in good and tenantable repair and condition and the Developer shall be at liberty to insure the same in such sum and against such risk as the Developer deems fit.
10.2 GoMP hereby covenants with the Developer that, upon the Developer paying the
Project Payment hereby reserved and performing the covenants herein, on the part of the Developer to be observed and performed, the Developer shall peaceably and quietly enjoy the Leased Premises for the said term hereby granted and its extensions as herein provided without any let, interruption or disturbance of from or by GoMP or any person or persons lawfully or equitably claiming by, from or in trust for the GoMP.
10.3 Right to Demolish and Reconstruct
10.3.1 The Developer shall have the right to demolish the structure, in
terms of normal business practice including renovation, remodeling typically associated with Good Industry Practice and in line with normal business operations of real estate sector and subject to Applicable Law.
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DESIGNS AND CONSTRUCTION DOCUMENTS Article 11
11.1 Design and Construction Documents for Government Facilities
GoMP/PMA shall make available Construction Documents for Government Facilities and Government Area Infrastructure Facilities in sufficient details to enable the Developer to undertake Construction activities for Government Facilities and Government Area Infrastructure Facilities.
11.2 As Built Drawings
Within ninety (90) days of issue of Government Facilities Completion Certificate, the Developer shall furnish to GoMP a copy each of “as built” Construction Documents of the Government Facilities duly verified by PMA, including without limitation an “as built” survey map illustrating the layout of the project and setback lines, if any, of the buildings and structures forming the part of Project Facilities reflecting the project as actually designed, engineered and constructed.
EXECUTION OF WORKS Article 12
12.1 The works executed by the Developer shall be in accordance with the Construction Requirements and shall include any work, which may be inferred to be necessary for stability, completion and for the sale, reliable and efficient operation of the works. The Developer may carry out the works either by itself or through a Contractor possessing requisite technical, financial and managerial expertise/capability, but in either case, the Developer shall be solely responsible for the construction to be carried in accordance with the Construction Requirements.
12.2 The Developer shall provide all superintendence, labour, materials, equipments,
temporary works and all other things, whether of a temporary or permanent nature, required in and for such design, execution, completion, remedying of defects and maintenance of the works.
12.3 During the execution of the works, the Developer shall provide access to PMA to
inspect, examine and test the materials and workmanship, and check the progress in the construction activity.
12.4 The Developer shall give the PMA full opportunity to inspect, examine, measure and
test any work on Project Site or wherever carried out. Further, whenever such work is ready, the PMA shall be afforded the opportunity to either carry out the inspection, examination, measurement or testing without unreasonable delay, or notify the Developer that it is considered unnecessary.
12.5 If the Developer fails to give such notice, he shall, when required by the PMA, uncover
such work and thereafter reinstate the same at his own cost.
12.6 The developer shall be responsible for the acts, defaults and neglects of its agents, employees, servants or workmen as fully as if they the acts, defaults or neglects of the
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Developer, its Director’s the Developer’s agents, employees, servants or workmen. The Developer shall not be relieved from any liability or obligation under the Agreement.
12.7 The Developer shall bear all costs and charges for special or temporary rights of way
required by him or access to the project site. The Developer shall also provide, at his own cost, any facilities outside the Project site required by him for the purposes of the works.
12.8 The Developer shall submit such documents and reports as are reasonably required by
the PMA for issue of relevant Project Milestone Certificate set out.
12.9 The Developer shall make his own arrangements for adequate and timely supply of electricity, water, gas and other utilities required for execution of the works and the GoMP and/or PMA shall be in no way responsible for the same.
12.10 During the tenure of this agreement, the Developer shall be responsible for keeping
unauthorized persons off the project site.
12.11 Materials
(a) Materials are to be supplied and installed as per the specifications set out in the Construction Requirements.
(b) The Developer shall be responsible for procurement, transport, receiving
unloading and safe keeping of all materials, equipments and other things required for the completion of the works.
12.12 For Government Facilities and Government Area Infrastructure Facilities, works shall be
executed based on written instructions of the PMA/GoMP and in accordance with the Schedule of this Agreement.
INSPECTION, TESTING AND REJECTION Article 13
13.1 All tests specified under Construction Requirements shall be carried out by the
Developer after giving prior adequate notice of at least ten (10) days to the PMA. 13.2 The Developer shall bear the costs of all Tests whether at Project Site or at any other
location.
13.3 If, as a result of inspection, examination or testing, the PMA decides that any materials, equipment, design or workmanship is defective or otherwise not in accordance with the agreement, the PMA may reject such materials, equipments, design or workmanship and shall be required to notify the Developer promptly, stating its reasons. The Developer shall then promptly make good the defect and ensure that the rejected item complies with the agreement.
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13.4 Additionally, for Government facilities and Government Area Infrastructure Facilities, Inspection and Testing shall be undertaken based on written instructions of the PMA/GoMP and in accordance with this Agreement.
EMPLOYEES AND LABOUR Article 14
14.1 The Developer shall make his own arrangements for the engagement of the employees and labour engaged for execution of the works.
14.2 The Developer shall pay rates of wages, and observe conditions of labour, not less
favourable than those established for the trade or industry and shall be obliged to follow all the statutory laws and rules applicable.
14.3 The Developer shall comply with al the relevant labour laws applying to his employees,
and shall duly pay and afford to them all their legal rights. The Developer shall require all such employees to obey all Applicable Laws and regulations concerning safety at work.
14.4 The Developer shall provide and maintain all necessary accommodation and welfare
facilities for his staff and labour.
14.5 All requisite precautions shall be taken by the Developer to ensure the health and safety of his staff and labour. The Developer shall, in collaboration with and to those requirements of the local health authorities, ensure that medical staff and first aid facilities are available at the Project Site at all times, and that suitable arrangements are made for all necessary welfare and hygiene requirements and for the prevention of epidemics. The Developer shall maintain records and make reports concerning health, safety and welfare of persons, and damage to property, as the PMA may reasonably require.
14.6 The Developer shall employ adequate number of appropriately qualified, skilled and
experienced persons in order to execute the works. The PMA may require the Developer to remove any person employed on the Project site or works, who in the opinion of the PMA.
i. persists in any misconduct, ii. is incompetent or negligent in the performance of his duties,
iii. fails to conform with any provisions of the agreement, or iv. persists in any conduct which is prejudicial to safety, health or the protection of
the environment. The Developer shall in such cases appoint suitable replacement(s).
14.7 The Developer shall, at all times, take reasonable precautions to prevent any unlawful, riotous or disorderly conduct by or amongst his staff and labour, and to preserve peace and protection of persons and property in the neighborhood of the works against such conduct.
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ENVIRONMENT AND SAFETY Article 15
15.1 The Developer shall comply with all applicable safety regulations in its design, access arrangements and operations on project site.
15.2 The Developer shall take all reasonable steps to protect the environment (both on and
off the project site) and to limit damage and nuisance to people and property resulting from pollution, noise and other results of its operations. The Developer shall ensure that air emissions, surface discharges and effluent from the Project Site, as a result of its operations, shall not exceed the values prescribed by law during the execution of the works.
15.3 During the excavation of the works, the Developer shall keep the projects site free from
all unnecessary obstructions, and shall store or dispose of any equipment or surplus materials.
15.4 The Developer shall in a timely manner clear away and remove from the project site any
wreckage, rubbish or temporary works no longer required.
15.5 Prior to Handback, the Developer shall clear away and remove, from the area, specifically used/required for Government Facilities, and out of the project site all surplus material, wreckage, rubbish and temporary works and any equipment no longer required, to the satisfaction of the PMA.
15.6 Prior to issue of Project Completion Certificate, the Developer shall clear away and
remove from the Realty Facilities Area all surplus material, wreckage, rubbish and Temporary works and any equipment no longer required, to the satisfaction of the PMA.
15.7 The Developer shall not store any hazardous, explosive or inflammable materials on the project site, without providing for suitable arrangements in respect of storage of such articles as per the Applicable Laws and prevalent practices.
PROJECT COMPLETION CERTIFICATE Article 16
16.1 Upon completion of works (including satisfactory completion of tests) related to the Government Facilities in accordance with construction requirements in compliance with the Project Milestones set out, Developer may seek the issue of Project Completion Certificate by issue of a letter addressed to the PMA.
16.2 The PMA, after verifying the relevant documentation and site visit/s shall promptly and
in any case within thirty (30) days from the date of request by the Developer thereof, issue such certificate.
GENERAL OBLIGATION Article 17
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17.1 The Developer shall as its own cost and expense and during the subsistence of this agreement, observe, undertake, comply with an perform, in addition to and not in derogation of its obligation elsewhere setout in this agreement, the following:
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(l) not to place or create and nor permit any contractor or other person claiming through or under the Developer to create or place any Encumbrances or security interest over all or any part of or on any rights of the Developer therein or under this Agreement, save and except as expressly set forth in this agreement. (m) make its own arrangement for quarrying, and observe and fulfill the environmental and other requirements under the Applicable Laws and Applicable Permits at Developer’s own cost and expense; (n) be responsible for safety, soundness and durability of the project site including other structure forming part thereof; (o) not claim or demand possession or control of any roads, structures or real estate which do not form part of the project site; (p) after receiving possession of the project site or part thereof, ensure that such site remains free from all encroachments and take all steps necessary to remove encroachments, if any; (q) indemnify GoMP and PMA against all actins, suits, claims, demands and proceedings and any loss or damage or cost or expenses that may be suffered by them on account of any thing done or omitted to be done by the Developer in connection with the performance of its obligations under this Agreement; ® in all matters arising in the performance of this agreement, comply with give all notices under, and pay all fees required by, the provisions of any national or state statute, ordinance or other law, or any regulation of any legally constituted public authority having jurisdiction over the works; (s) obtain Applicable Permits, licenses or approvals required for execution of the works or any part of the works for otherwise fulfilling any of its obligations under this agreement; (t) obtain all the necessary environment clearances, cut the trees and carry out compensatory afforestation, as per the applicable state laws, at his own cost;
(u) pay all statutory deposits and charges towards utilities connections and usage such as sewage, power, water and so on; (v) effective from the Appointed Date, pay in terms of Applicable Laws all stamp duties, property tax, development and other applicable taxes in respect of the Realty Facilities Area; (w) achieve the Project Milestones as provided; and (x) make timely payment of the Project payment as provided.
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PROJECT MANAGEMENT AGENCY Article 18
18.1 GoMP hereby appoints the Madhya Pradesh Housing & Infrastructure Development
Board as the Project Management Agency (PMA) for the project with the role, and obligations set out in below:
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the Applicable Laws and/or with respect to the Applicable Permits or otherwise, with respect to Realty Facilities Area and/or the Realty Facilities. Any approval/clearance to undertake any specific construction activity, with respect to Realty Facilities Area, shall be taken by the Developer/Construction Agency. FORCE MAJEURE Article 19 19.1 Force Majeure Event 19.1.1 As used in this agreement, a Force Majeure Event shall mean occurrence in India of any or all of non Political Event and/or Political Event as defined in Clauses 19.1.2 and 19.1.3 respectively hereinafter which prevent the party claiming Force Majeure (the ”Affected Party”) from performing its obligations under this Agreement and which act of event is (i) beyond the reasonable control and not arising out of the fault of the Affected Party, (ii) the Affected Party has been unable to overcome such act or event by the exercise of due diligence and reasonable efforts, skill and care, including through expenditure of reasonable sums of money and (iii) has a Material Adverse Effect on the Project.
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(f) industry wide or state wide or India wide strikes or industrial action which prevent the construction of the Project Facilities by the Developer for a period exceeding a continuous period of thirty (30) days in an accounting year; (g) any public agitation which prevents construction of the Project Facilities by the Developer for a period exceeding a continuous period of thirty (30) days in an accounting year; or (h) any event or circumstances of a nature analogous to any of the foregoing;
19.1.3 Political Force Majeure Events
For purposes of Clause 19.1.1 Political Event shall mean one or more of the following acts or events by or on account GoI, GoMP or any other Government Agency: (a) Change in Law, only when provisions of this agreement cannot be applied; (b) Expropriation or compulsory acquisition by an Government Agency of the Project Site or rights of the Developer; or
19.2 Notice of Force Majeure Event
(a) As soon as practicable and in any case within seven (7) days of the date of occurrence of a Force Majeure Event or the date of knowledge thereof, the Developer shall notify GoMP of the same setting out, interalia, the following in reasonable detail: (i) the nature and extent of the Force Majeure Event; (ii) the estimated Force Majeure Period;
(iii) the nature of and the extent to which, performance of and of its obligations under this agreement is affected by the Force Majeure Event; (iv) the measures which the Developer has taken or proposes to take to alleviate/mitigate the impact of the Force Majeure Event and to resume performance of such of its obligations affected thereby; and (v) any other relevant information concerning the Force Majeure Event, and/or the rights and obligations of the Parties under this agreement.
19.3 Performance of Obligations
If the Developer is rendered wholly or partially unable to perform any of its obligations under this agreement because of a Force Majeure Event, it shall be excused from performance of such obligations to the extent it is unable to perform the same on account of such Force Majeure Event provided that:
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Event of default means either Developer Event of Default or GoMP Event of Defaults of both as the context may admit or require.
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(a) Developer Event of Default
Any of the following events shall constitute an event of default by the Developer (“Developer Event of Default”) unless such event has occurred as a result of a Force Majeure Event or GopMP Event of Default for reasons other than any breach, default or lapse on the part of the Developer: (i) The developer has failed to adhere to Construction Requirements and such failure, in the reasonable estimation of the GoMP and/or PMA, is likey to delay achievement of GOD by twenty four (24) months. (ii) The Developer has failed to meet Project Milestone End Dates with Cure Period and any additional extension mutually agreed upon between GoMP and Developer. (iii) The Developer has failed to make Project payments and sixty (60) days have elapsed from the due date of project payment. (iv) The Developer is in Material Breach of any of its other obligations under this agreement. (v) The Developer has breached any of the terms and conditions of the Lease Deeds executed under this agreement in respect of the Realty Facilities. (vi) The Developer is in breach of any of the terms and conditions of the Construction Agreement executed under this Agreement in respect of the Government Facilities.
(b) GoMP Event of Default
Any of the following events shall constitute an event of default by GoMP (“GoMP” Event of Default”), unless such event has occurred as a result of a Force majeure Event or Developer Event of Default for reasons other than any breach, default or lapse on the part of the GoMP and provided GoMP, as the case may be, has failed to cure such a breach within one hundred and eighty (180) days of receipt of notice, issued by the Developer. (i) GoMP has unreasonably withheld or delays, with respect to the Government Facilities Area or the Realty Facilities Area, the grant of the requisite land and execution of the Lease Deeds for the development of the Government & Realty Facilities, respective; (ii) Any representation made or warranties given by GoMP under the agreement has been found to be false or misleading.
20.2 Termination due to Event of Default (a) Termination for Developer Event of Default
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Without prejudice to any other right or remedy which GoMP may have in respect thereof under this agreement, upon the occurrence of a Developer Event of Default, GoMP may terminate this agreement by issuing Termination Notice.
(b) Termination for GoMP Event of Default
Without prejudice to any other right or remedy which the Developer may have in respect thereof under this agreement upon the occurrence of GoMP Event of Default with the exclusion of GoMP Event of Default under sub clause 20.1 (b) (v) the Developer shall be entitled to terminate this agreement by issuing Termination Notice.
If a Party having become entitled to do so decides to terminate this agreement pursuant to the preceding clause (a) or (b), it shall issue Termination Notice setting out: (i) in sufficient detail the underlying Event of Default; (ii) the taking over date which shall be a date occurring not earlier than
thirty (30) days from the date of termination notice; (iii) the estimated termination payment including the details of
computation thereof; and (iv) any other relevant information.
(d) Obligation of Parties
Following issue of Termination Notice by either Party, the Parties shall promptly take all such steps as may be necessary or required to ensure that; (i) until Termination the parties shall, to the fullest extent possible,
discharge their respective obligations so as to maintain the continued operation and utilization of the Project Facilities;
(ii) the Termination payment, if any, payable by either party in accordance
with the following clause (f) is paid to the other party on the taking over date, and;
(iii) the project iste is handed over to GoMP by the Developer on the taking
over date free from any Encumbrances along with any payment that may be due by the Developer to GoMP.
(e) Withdrawal of Termination Notice
Notwithstanding any thing inconsistent contained in this agreement, if the party who has been served with the Termination Notice cures the underlying Event of Default to the satisfaction of the other party at any time before the Termination occurs, the Termination Notice shall be withdrawn by the party which had issued the same.
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Provided that the party in breach shall compensate the other party for any direct costs/consequences occasioned by the Event of Default, which caused the issue of Termination Notice.
(f) Termination Payment Termination Payment on Developer Event of Default Upon Termination of this agreement on account of Developer Event of Default, the GoMP in addition to other conditions set out in this Agreement, shall retain the Project payment and claim and retain liquidated damages, if any.
20.3 Rights and Obligations of GoMP on Termination
(a) Upon Termination of this agreement on account of Developer’s Event of Default, GoMP shall have the power and authority to:
(i) enter upon and take possession and control of the project site along
with the completed works, original construction documents, certificates, manuals, instruction booklets, guarantees/warranty cards in respect of, material and equipment included as part of the works forthwith;
(ii) prohibit the Developer and any person claiming through or under the
Developer from entering upon/ dealing with the project site.
(b) Notwithstanding anything contained in this agreement, GoMP shall not as a consequence of Termination of otherwise, have any obligation whatsoever including but not limited to obligations as to compensation for loss of employment , continuance or regularization of employment, absorption or re-employment on any ground, in relation to any person in the employment of or engaged by the Developer in connection with the project, and the taking over of the project site by the GoMP shall be free from any such obligation.
20.4 Obligations of Developer on Termination
Notwithstanding anything to the contrary contained in this agreement on the taking over date, the Developer shall:
i. hand over to the PMA, the project site together with the completed works along with the original construction documents, certificates, manuals, instructions booklets, guarantee/warranty cards in respect of, Material and Equipment included as part of the work.
ii. remove itself, equipment, employees and labour, all debris and waste from the
project site.
iii. cease all further works, except for such work as may be necessary and instructed by the PMA for the purpose of making safe or protecting those parts
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of the works already executed and any work required to leave the project site in a clean and safe condition.
20.5 Accrued Rights of Parties
Notwithstanding any thing to the contrary contained in this agreement, Termination pursuant to any of the provisions of this agreement shall be without prejudice to accrued rights of either party including its right to claim and recover money damages and other rights and remedies which it may have in law of contract. The rights and obligations of either party under this agreement, including without limitation those relating to the Termination payment, shall survive the Termination but only to the extent such survival is necessary for giving effect to such rights and obligations.
DISPUTE RESOLUTION Article 21
21.1 Amicable Resolution
(a) Save where expressly stated to the contrary in this agreement, any dispute, difference or controversy of whatever nature between the parties, howsoever arising under, out of or in relation to this agreement (the “Dispute”) shall in the first instance be attempted to be resolved amicably in accordance with the procedure set forth in clause (b) below.
(b) Procedure Subject to the provisions of Clause 21.1, any dispute, which is not resolved
amicably, shall be finally settled by binding arbitration under the Arbitration and Conciliation Act, 1996. The arbitration shall be by a panel of three arbitrators, one to be appointed by each party and the third to be appointed by the two arbitrators appointed by the parties. The party requiring arbitration shall appoint an arbitrator in writing, inform the other party about such appointment and call upon the other party to appoint its arbitrator. If within fifteen (15) days of receipt of such intimation the other party fails to appoint its arbitrator, the party seeking appointment of arbitrator may take further steps in accordance with Arbitration Act.
(b) Placement of Arbitration The place of arbitration shall be a Jabalpur but by agreement of the parties, the
any written submissions, any orders and awards shall be in English and, if oral hearings take place, English shall be the language to be used in the hearings. The Award shall be a speaking order.
(d) Performance during Arbitration
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Pending the submission of and/or decision on a dispute and until the arbitrage award is published, the parties shall continue to perform their respective obligations under this agreement without prejudice to a final adjustment in accordance with such award.
(e) Cost
Each of the parties to this agreement shall bear own respective costs for and during the Arbitration and shall not raise any claim in respect thereof as against the other party.
This agreement may be executed in two counter parts, each of which when executed and delivered shall constitute an original of this Agreement but shall together constitute one and only the Agreement. IN WITNESS WHEREOF THE PARTIES HAVE EXECUTED AND DELIVERED THIS AGREEMENT AS OF THE DATE FIRST ABOVE WRITTEEN. SIGNED SEALED AND DELIVERED For and on behalf of GoMP by (Signature) (Name) (Designation) SIGNED SEALED AND DELIVERED For and on behalf of Developer by (Signature) (Name) (Designation) SIGNED SEALED AND DELIVERED For and on behalf of PMA by (Signature) (Name)
(Designation)
In the presence of:
1) Signature
(Name, address and designation)
1) Signature
(Name, address and designation)
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Schedule A
Lease Deed This lease deed is made at ………………………., day of …………………………, 201.., Between The collector Jabalpur Madhya Pradesh acting for and on behalf of the Governor of the State of Madhya Pradesh (hereinafter referred to as Lessor which expression shall unless repugnant to the context of meaning there of include its officials, administrators, authorized representatives etc.) of the first part And …………………………………………, A company duly incorporated under the companies Act 1956 and having its registered office at ……………………………………… , (hereinafter referred to as the lessee, which expression shall unless repugnant to the context or meaning thereof includes, its successors and permitted assigns) of the other part. WHEREAS
A. The Housing & Urban Development Department, Government of Madhya Pradesh (hereinafter referred to
as GoMP), on identification of 4700 sqm of land of which it is the absolute owner, at Chhoti Omti Jabalpur
in the city of Jabalpur for redevelopment under the re densification scheme of Housing and Urban
Development department GoMP selected the lessee through a transparent bidding process and entered
into an agreement (Development Agreement) date ………….., day of …………………year …………… , for
development of the identified area as a commercial complex/business center comprising of office space,
commercial space, entertainment area and facilities, residential areas with emphasis on the overall
development of the identified area.
B. Pursuant to the development agreement, the construction agency has executed a construction agreement
dated ……, with PMA
C. In pursuance of the terms of the development agreement, the developer is required to execute a lease
deed which GoMP for the development of the realty facilities and the realty area infrastructure facilities
on the leased premises
D. GoMP has agreed to execute the lease deed in respect of the leased premises, pursuant to a request
submitted by the Lessee wide dated …………. , day of ………………. , year 201 …. For the design, engineering,
financing, procurement, construction, operation and maintenance of the realty facilities and realty area
infrastructure facilities.
E. It is deemed necessary and expedient to enter in to this lease deed being these presents to record the
relevant terms, conditions and covenants to this development agreement between the parties hereto,
F. The words and expressions used in this lease deed not defined herein, shall have unless repugnant to the
context, the meaning respectively assigned to them in the development agreement.
NOW THE LEASE DEED WITNESSETH as under 1. In consideration of the premises, herein contained, and of the Rs ………… (% of project payment)
received by the lessor and of the covenants and conditions on part of the lessee to be observed and
performed under the development agreement and those contained herein, the Lessor doth hereby
lease unto the lessee all that piece and parcel of land situate, lying and being at Chhoti Omti Jabalpur
admeasuring an area of 4700 sqm. on plot no 12 block 8 and with boundaries thereof delineated on
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the plan and annexed as 1B of schedule A 9hereinafter referred to as leased premises) together with
exclusive right, license and authority to investigate, study, design, engineer, procure, finance,
construct, operate and maintain the realty facilities and realty infrastructure facilities and to exercise
and/or enjoy all the rights, powers, benefits, privileges, authorizations, entitlements, including the
right to collect, retain and appropriate all tariff’s, revenues, incomes, other fees for services provided
and maintenance charges for Realty facilities and Realty Infrastructure facilities including the right to
carry out commercial activity consistent with good industry practice in the real estate sector to have
and to hold the leased premises for an initial term of ninety none 9(990 years commencing from the
…………………… day of ……………….. year 201…, (hereinafter referred to as the leased period), unless
determined earlier in accordance with the terms of this lease deed or the development agreement.
2. That the lessee shall utilize the leased premises singularly for the purpose of designing, engineering,
procurement, financing, construction, operation and maintenance of the Realty facilities and Realty
Infrastructure facilities with emphasis on the commercial cum residential development of the leased
premises, as envisaged in the terms of development agreement.
3. The lessee shall develop such realty facilities and realty infrastructure in terms of the time frame as set
out in the Development agreement.
4. The lessor hereby grant the exclusive right, license and authority to the lessee to investigate, study,
design, engineer, procure, finance, construct, operate and maintain the realty facilities and realty
infrastructure facilities and to exercise and/or enjoy all the rights, powers, benefits, privileges,
authorizations, entitlements, including the right to collect, retain and appropriate all tariff’s, revenues,
incomes, other fees for services provided and maintenance charges for Realty facilities and Realty
Infrastructure facilities including the right to carry out commercial activity consistent with good
industry practice in the real estate sector to have and to hold the leased premises for the lease period
in accordance with the terms contained herein and in Development Agreement with respect to all or
any matters concerning the leased premises.
5. The lessor doth hereby covenants with the lessee that in consideration of the lessee having paid the
project payment under the Development Agreement and performing the covenants herein and the
Development Agreement, on the part of lessee to be observed and performed, the lessee shall
peaceably and quietly enjoy the leased premises for the said term hereby granted and its extensions
as herein provided without any let, interruption or disturbance of form or by the lessor or any person
or persons lawfully or equitably claiming by, from or in trust for the lessor.
6. Subject to the terms of the Development Agreement, applicable law and obtaining applicable permits,
the lessee shall be at liberty to construct, erect, renovate, repair, alter, pull down, or otherwise deal
with the leased premises and any structure or structures standing thereon or to be constructed
hereafter and the works carried out there in and shall carry out modifications thereto as it deems fit
and shall keep the works and structures constructed or standing there for the time being on the leased
premises or any part or portion in good and tenantable repair and condition and the ! Shall be at the
liberty to insure the same in such sum and against such risk as the Lessee deems fit.
7. The Lessee shall have the right to demolish the structures on the leased premises, in terms of normal
business practice including renovation, remodeling typically associate with good industry practice and
in line with normal business operations of real estate sector and subject to applicable laws.
8. The Lessee shall be entitled to sub-lease, or license any or all part of the realty facilities and realty
infrastructure facilities for the purpose for which it has been constructed granting the same or limited
powers contained therein and in accordance with the terms contained herein and Development
Agreement, and such persons shall be bound by the same to the extent that they relate to such sub-
lease or license. The Lessee shall, in all such cases, ensure that the sub-lease or license, as the case
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may be, shall run co-terminus with the lease period under this lease deed and shall ensure that such
sub-lease shall be registered in accordance with the provisions of Indian Registration Act, 1908.
9. The Lessee shall permit the occupation of the Realty facilities and Realty Infrastructure facilities by the
sub-lessee, only upon the grant of Occupancy certificate by the Jabalpur Municipal Corporation under
section 301 of the Municipal act.
10. This lease deed shall be renewed in terms of the process set out in the Development Agreement.
11. It is understood that the necessary payments towards this lease deed have been made in the form of
project payment and no additional payments by way of (1) lease rental, (2) lease premium at the end
of each ninety nine (99) year period is required for renewal/ maintenance of this Lease Deed..
12. That the Lessee shall be responsible for Operation & Maintenance of the realty facilities and realty
infrastructure facilities in accordance with the terms of the Development Agreement.
13. That the Lessee shall, during the lease period and from time to time, make due and timely payments
towards all the taxes, duties, charges, assessments, fees, levies, taxes, cess whether local or central, in
respect of the leased premises and/or the sub-lessee in respect of the leased premises and/or the
structures thereon.
14. That the Lessee shall allow, the lessor or its authorized representatives or the Municipal corporation
or any employee of the Electricity supply company entry upon the leased premises, necessary for
installation of new water supply lines or electricity supply lines, repair/ replacement of the existing
lines and the works incidental/ related to other existing service lines connected with sewer lines, or for
establishment of any other connection, if necessary in this regard.
15. That the Lessee shall neither temper with the existing services lines or construct any building thereon
or undertake any activity to the detriment thereof, without the prior written permission of the
concerned competent authority.
16. That the Lessee shall not without the prior written permission of the lessor, use or allow the use of the
leased premises for any other purpose except for the purpose mentioned in this Lease Deed and those
incidental or ancillary thereto.
17. That the Lessee shall not convey or transfer the possession of the leased premises to any other person
whatsoever, where such transfer and/or conveyance has the effect of altering/ amending the nature/
structure of the lease granted hereunder.
18. That the Lessee shall afford access to the leased premises to the lessor and/or GoMP and its
authorized representatives, authorized representatives of PMA, and to the persons duly authorized by
any government agency having jurisdiction over the project, including those concerned with the
safety, safety or environmental protection to inspect the realty facilities and realty infrastructure
facilities and to investigate any matter within their authority and upon reasonable notice, the Lessee
shall provide to such persons reasonable assistance necessary to carry out their respective duties and
functions with minimum disruption to the construction, operation and maintenance of the Realty
facilities and Realty Infrastructure facilities consistent for the purpose for which such persons have
gained such access to the leased premises. In the event, any defect is found, the same shall be brought
to the notice of the Lessee to remedy or make good the defect within such reasonable time as may be
specified by the lessor.
19. That the shall not deviate, in any manner, from the approved lay-out plan/ requirements nor alter the size of the leased Premises whether by sub –division, amalgamation or otherwise for the leased Premises during the Lease Period.
20. The Lessee shall not do or permit to be done on the leased Premises or the structures to be put there on which may be contrary to any law or legislation, central, state or local for the time being in force.
21. The Lessee and all persons acting under itself conform to all parameters of environment, safety and technical sufficiency in discharging its rights and obligations
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22. The Lessor shall have the rights to terminate this Lease Deed upon breach by the lessee of any of the terms and conditions hereof and such breach shall be treated as developer event of default set out in the Development Agreement.
23. This Lease Deed shall run concurrently with the Development Agreement. If however, the Development Agreement is extended/ renewed beyond the period of Ninety Nine (99) years, this Lease Deed shall also be extended/ renewed accordingly. In case this Lease Deed is terminated by the Lessor, for reason of the breach of terms and conditions hereof by the lessee, the Development Agreement shall simultaneously be terminated.
24. Any breach by the developer, of the terms and conditions under the construction agreement shall constitute a default under this Lease Deed leading to an eventual termination of Lease Deed, as per the terms of this agreement.
25. If any dispute or difference of any kind whatsoever (A Dispute) shall arise between the parties, the dispute resolution mechanism in the Development Agreement shall apply.
26. Subject to what is stated herein, all costs, charges and expenses of incidental to this Lease Deed including the stamp duty and registration charges thereof shall be borne and paid by the Lessee alone.
27. In the event of execution of this lease deed in pursuance of the article ……………….., of development
agreement (based on submission of Bank Guarantee against estimated cost of Government
construction at Aadhartal Jabalpur), this lease deed stands terminated and leased land shall be vested
in GoMP in following events of default by lessee.
i. In the event of invocation of Bank Guarantee submitted by the lessee against estimated cost of
government construction works to be carried out in Veterinary Department campus at Aadhartal
Jabalpur, due to delay or abandonment of construction work set out in Development Agreement.
ii. In event of invocation of Bank Guarantee …………………………….. , due to non-payment of balance
Bid Amount.
28. Any notice or other communication to be given hereunder shall be in writing and shall be sufficiently
given if delivered by registered mail or hand delivered against written receipt or if transmitted and
clearly received by facsimile transmission addressed as follows:
In the case of Lessor to Attention: Telephone No: Fax No: In the case of Lessee to Attention: Telephone No: Fax No: IN WITNESS WHEREOF the parties have put their respective hands the day and year herein above written: ………………………………………………………….., Authorized person/ signatory for & on behalf of the Lessor 1. 2. ………………………………………………………….., Authorized person/ signatory for & on behalf of the Lessee 1. 2.
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Schedule B TERMS AND CONDITIONS FOR THE CONSTRUCTION OF HOUSING AND OTHER SPECIFIED ASSETS FOR GoMP This Construction Agreement is mutually agreed and entered into on this the ____________date of_______________20… at Bhopal, Madhya Pradesh. BETWEEN Madhya Pradesh Housing & Infrastructure Development Board, a GoMP undertaking and established as a body corporate under the Madhya Pradesh Griha Nirman Mandal Ahiniyam, 1972 and represented by its Deputy Commissioner, having its Circle office at Hathital Jabalpur hereinafter referred to as the “Project Management Agency” or “PMA”, which expression shall unless repugnant to the context or meaning thereof include its successors and substitutes) of the first part; AND ____________________________, a company duly incorporated under the provisions of the Companies Act, 1956 and having its registered office at___________ __________________________________________ (hereinafter referred to as the “Construction Agency”, which expression shall unless repugnant to the context or meaning thereof include its successors and permitted substitutes) of the second Part. WHEREAS A. About 2.42 acres land situated at Aadhartal Jabalpur is proposed for the construction of Joint
Director Office and other building for Veterinary Department at Aadhartal Jablpur under Redensification Scheme of Housing & Environment Department, GoMP while the land measuring 4700 Sqm. situated at Chhoti Omti Jabalpur is proposed for construction of Commercial Complex.
B. The MP Housing & Infrastructure Development Board (MPH&IDB) has been made as the nodal
agency responsible for the project and has been appointed as PMA for the project. C. With the aforesaid objective, GoMP had invited competitive proposals from eligible bidders to
develop on a ‘concession-cum-lease’ basis, the project site as a commercial-cum-residential area, with emphasis on providing public facilities and overall development of the identified area as an overall townships in partnership with a suitably identified investor (hereinafter referred to as the “Project”/ “New Township, Chhoti Omti Jabalpur) selected through an open transparent competitive bid process.
D. In terms of the Development Agreement, the Developer has to enter into an agreement with
PMA as Construction Agency for construction of the works (defined hereafter).
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E. It is deemed necessary and expedient to enter into this Development Agreement being these presents to record the terms, conditions and covenants of the said Construction Agreement between the parties.
NOW THEREFORE IN CONSIDERATION OF THE PREMISES AND THE MUTUAL COVENANTS HEREINAFTER CONTAINED, THE PARTIES HERETO HEREBY AGREE AND THIS AGREEMENT WITNESSETH AS FOLLOWS:
1. Definitions
In this Construction Agreement, the following expressions shall unless otherwise required by the context, have the meanings, hereby respectively assigned to them. “Assistant Engineer”/”Sub Divisional Officer” means Assistant Engineer, Sub Divisional Officer, as the case may be , of the Board acting under instructions of Engineer-in-Charge. “Board” means Madhya Pradesh Housing & Infrastructure Development Board established under section 3 of the Madhya Pradesh Griha Nirman Mandal Adhiniyam, 1972. “Chairman” means Chairman of the MP Housing & Infrastructure Development Board and or his successor in office. “Chief Engineer/Additional Housing Commissioner” means Chief Engineer/Additional Housing Commissioner, as the case may be, of the Madhya Pradesh Griha Nirman Mandal in-charge. “Development Agreement” means the agreement entered into between GoMP, MPH&IDB and the Developer on___________________________. “Divisional Officer” “Executive Engineer” “Engineer-in-charge” means Divisional Officer, Executive Engineer, Engineer-in-Charge, as the case may be, of the Board, in-charge of the Division f Board supervising the works. “Deputy Housing Commissioner” means the Deputy Housing Commissioner of the Board in-charge of the works. “Government” shall mean Government of Madhya Pradesh. “Housing Commissioner” means a person appointed as Housing Commissioner under Section 13 of Madhya Pradesh Griha Nirman Mandal Adhiniyam, 1972. “PMA Authorities” means persons/designated by the Board for works. “Site” means the Government Facility Area as defined in the Development Agreement including any adjacent land, path or street through which work is to be executed under this Construction Agreement or any adjacent land, path or street which may be allotted or used for the purpose of carrying out the Agreement. “SOR” means reference to SOR 1, SOR 2, SOR 3, SOR 4, SOR 5, and SOR 6 as the case may be.
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“SOR 1” means the Schedule of Rates of State (Government of Madhya Pradesh) Public Works Department w.e.f. 01.8.2014 [for Building (Civil works, internal water supply and sanitary fittings)]. ‘SOR 2” means the Schedule of Rates of State (Government of Madhya Pradesh) Public Works Department w.e.f. 01.8.2014 (for Internal Electrification). “SOR 3” means the Schedule of Rates of Public Works Department w.e.f. 01.4.2008 (for External Electrification). “SOR 4” means the Schedule of Rate of State (Government of Madhya Pradesh) Public Works Department w.e.f. 01.02.2013 (for Road Works). “SOR 5” means the Schedule of Rates Item as per BOQ Rate. “SOR 6” means the Schedule of Rates of mutually agreed term.
SOR Commercial Tax Labor Tax Service Tax
1 Included Included Included
2 Included Included Included
3 Included Included Included
4 Included Included Included
5 Included Included Included
6 Included Included Included
“Total Approval Claim” means the total payment due to the Construction Agency calculated in terms of clause 4.1.1 for the works carried out from the appointed date.
“Works” means the construction activities including activities related or incidental to such construction activities work in terms of the drawings specifications, details, written instructions provided/received from PMA under this Construction Agreement whether original altered, substituted or additional.
2. Introductions 2.1 All details, drawings, specifications, structural details and schedule of items provided by the
PMA shall form part of this Construction Agreement. 2.2 “Works” shall be executed by the “Construction Agency” in terms of Clause 2.1 above, with the
diligence and precision. 2.3 The Board components of works are set out in Table 1 of Schedule 11 of the Development
Agreement. 2.4 The cost of the works is about Rs. 916.30 Lakhs ( Rupees Nine crores Sixteen Lakhs & Thirty
Thousands Only) (“Estimated Government Facilities Construction Payment”/EGFCP”) and the Bill of Quantities & Abstact as set out in Schedule A Annexure 4 & 3 respectively.
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2.5 Site shall be made available to Construction Agency within 30 days of signing of this Construction Agreement.
2.6 The works of all proposed structures shall be executed on priority and as suggested in phases
under the supervision and guidance of PMA Representatives. 2.7 PMA’s Representative
The PMA may designate/appoint a representative(s) (the “PMA’s Representative”) who shall be acquainted with the works and shall have the authority and responsibility to act on behalf of the PMA under this Construction Agreement, and agree upon procedures for coordinating PMA’s obligations with those of Construction Agency. In this event, PMA shall intimate the Construction Agency of the name and address of the PMA’s Representative.
2.8 PMA’s Representative Authority to Delegate
The PMA’s Representative shall have the power, from time to time, to delegate any of its functions to assistants, and may at its discretion revoke such delegation. Such assistants shall, however, have no authority to issue any instructions or decisions to the Construction Agency which may lead to an entitlement to additional claim or compensation and/or relief from payment of any monies due to the PMA under this Construction Agreement and/or relief from termination of its employment or the performance of its obligations under this Construction Agreement, except with the prior written consent of PMA’s Representative.
2.9 The Construction Agency shall not without the prior written consent or approval of the PMA use
the Site for any purpose other than for the works. 2.10 Terms used in this Construction Agreement which have not been defined herein shall have the
meaning ascribed thereto in the Development Authority. 3. Construction Activities 3.1 Approvals/Clearances
All the approvals/clearances related to designs and commencement of works, from the relevant authorities (Development Permission, Building Permission, Environment Clearance, and other permissions from Municipal Corporation and Town & Country Planning, Development Authority) shall be taken by PMA.
3.2 The Construction Agency shall be responsible for;
(a) The accurate setting out of the works and the correctness of the position
Levels dimensions and alignment of all parts of the works; and
(b) the provision of all necessary instruments, appliances and labor in Connection with foregoing responsibilities.
3.3 If, at any time during the execution of the works, any error/defect appears in the position, levels, dimensions or alignment of any part of the works, the Construction Agency, on being required to do so by the PMA, shall, as its own cost and with no entitlement to any extension of time, rectify such error/defect to the satisfaction of the PMA.
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3.4 The Construction Agency shall be fully responsible for the presence on or around or entry to
around Project Site. 3.5 Specifications and Schedule of Items
Specification of the works is indicated in Annexure-C and the Schedule of items of works to be executed is contained in Annexure-G.
3.6 Works to be executed in Accordance with Specifications, Drawings, and Orders
The Construction Agency shall execute the whole and every part of the works in most substantial and workman like manner and both as regards material and otherwise in every respect in strict accordance with the specifications provided by PMA. The Construction Agency shall also conform exactly, fully and faithfully to the designs, drawings and instructions in writing relating to the works signed by the PMA and lodged in his office and to which the Construction Agency shall be entitled to have access at such office, or at the site of the works for the purpose of inspection, during office hours and the Construction Agency shall, if it so requires, be entitled at its own expenses to take or cause to be made copies of the specifications and of all such designs, drawings and instructions as aforesaid. CPWD specifications shall apply along with the various BIS codes. In the case of any variation, the following order of precedence shall prevail: 1. Specifications as per BOQ (for items where SOR is not available) 2. Specifications as per SOR 1 of State PWD 3. Specifications as per SOR 2 of State PWD 4. BIS Codes/IRC specifications 5. CPWD specifications.
3.7 Additions, Alterations and Substitutions in Specifications and Designs
The PMA shall have power to make any alteration in, omission from, and additions to, so substitutions for the original specifications, drawings, designs and instructions that may appear to be necessary or advisable during the progress of the works. The Construction Agency shall be bound to carry out the works in accordance with instructions which may be given in writing and signed by PMA representative’s as aforesaid and such alterations, omissions, additions or substitutions shall not invalidate the Construction Agreement. Altered, additional or substituted works, which the Construction Agency may be direct to do in the manner above specified as part of the works, shall be carried out by the Construction Agency on the same conditions in all respect on which it agreed to do the main works and at the same rates as are specified in the Agreement for the main works.
3.8 Contradictions or amendments
In the event of contradiction between the specifications of BOQ and SOR, the stipulations of the SOR shall gain precedence. In the event of contradictions, if any, between different specifications and, or codes of practice, referred to above, the decision of the PMA shall be final.
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3.9 Construction Agency to Supply Plant, Ladder, Scaffolding etc. The Construction Agency shall arrange at his own cost material, plants, tools, appliances, implements, ladders, cords, tackle, scaffolding and temporary works requisite for the proper execution of the works, whether original, altered or substituted and whether included in the specifications or other documents forming part of the contract, referred to in these conditions or not or which may be necessary for the purpose of satisfying or complying with the requirements of the PMA as to any matter as to which under these conditions he is entitled to be satisfied, or which he is entitled to required together with carriage therefore to and from the works. The Construction Agency shall also supply without charge the requisite number of persons with the means and material necessary for the purpose of setting out works, and counting, weighing and assisting in the measurement or examination at any time and from time to time of the works or material. The Construction Agency shall also provide at his own cost, except when the contract specifically provides other all necessary fencing and lights required to protect the public from accident and shall be bound to bear the expenses of defense of every suit, action, or other proceedings at law that may be brought by any persons for injury sustained owning to neglect of the above precautions and to pay for any damage which may be awarded.
4. Billing and Payment 4.1 Billing 4.1.1 The process of valuation of the works executed shall be based on actual measurement and billed
in terms of SOR set out in Valuation of Works table attached with RFP Document. 4.1.2 o escalation in respect of any increase in price index of labor, material and POL (Petrol, Oil and
Lubricant) or on any other account shall be payable to the Construction agency. 4.2 Payment 4.2.1 Within first seven working days of every calendar month, the Construction Agency shall serve a
claim in writing, along with necessary details, on PMA (“Claim Request”) in respect of the part of the works undertaken by him.
4.2.2 PMA shall promptly and within a period of Fifteen (15) days either approve the Claims Request
or provide queries on such Claim Request. Where required the Construction Agency shall promptly respond to such queries from PMA and PMA shall complete and approve the revised Claim Request with deductions, if any, and inform the Construction Agency within 10 days of receipt of such additional information (“Approved Claim”).
4.2.3 No advance of any kind for these works shall be permissible. 4.3 Mode of Payment 4.3.1 Approved Claim shall be adjusted against the Project Payment set out in the Development
Agreement. 4.3.2 No interest shall be payable on the Approved Claim till adjustment of such claim against the
Project Payment. 5. Timelines and Delays
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5.1 Timelines 5.1.1 All proposed structures and elements of the works including connected development works
shall be completed in terms of time lines set out in Schedule 11 of the Development Agreement. 5.2 Delay 5.2.1 The time allowed for carrying out the works shall be strictly observed by the Construction
Agency. The timelines set out in the Schedule 11 of Project Development Agreement shall be strictly adhered to. The works shall throughout the stipulated period of Construction Agreement be proceeded with all due diligence.
5.2.2 Action when the Construction Agency becomes liable for levy of Damages
In any case in which under any clause or clauses of this contract the Construction Agency shall have rendered itself liable to pay Damages, the PMA shall issue a notice of 15 days and in the event of Construction Agency failing to comply the directions contained in the notice, shall have power, to adjust such Damages in terms of the Development Agreement.
5.3 Extension of Time
If the Construction Agency shall desire an extension of time for completion of the works on the grounds of his having been unavoidably hindered in its execution or any other ground, he shall apply in writing to the PMA within 30 days of the date of the hindrance on account of which he desires such extension as aforesaid, and the PMA if in his opinion (which shall be final) hindrance is attributable to supervision agency, may authorize such extension for a period to carry out the works, reserving the right of the PMA to impose the Damages as provided for under the Development Agreement. Provided, if any extension applied for is proposed to be refused, the competent authority shall give the construction Agency an opportunity to be heard before taking final decision.
5.4 Extension of time in consequence of Alterations
The time for the completion of the works shall be extended in the portion that the altered, additional or substituted works bears to the original works and certificate of the PMA as to such proportion shall be conclusive.
6. Mode of Measurements
Mode of measurement for works shall be as provided in the SOR of the MPH&IDB applicable to the Construction Agreement. Where such mode of measurement is not specified in the SOR it shall be done as per BIS Code concerned. However, if any mode of measurement is specifically mentioned in this Construction Agreement the same will get precedence over all the above.
7. Specifications of Electrical Works 7.1 The works will be carried out as per the approved drawings and as directed by the PMA. The
works will be governed by “General Specifications” for the Electrical works in Government building in Madhya Pradesh in force from 1972 including any amendments thereafter.
7.2 All samples of electrical accessories should be got approved from the PMA, Construction agency
will have to arrange and afford all facilities for their inspection and rectify the defects pointed out by him. A list of approved accessories is enclosed as Annexure-F.
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7.3 The electrical work shall be executed only through an agency which possesses proper valid
electric license from the Chief Electrical Adviser to the Government. Construction Agency should also attach a copy of the license.
7.4 Approval for external electrification work shall be obtained by Construction Agency from MP
Electricity Board. 7.5 The Construction Agency should submit wiring diagram on tracing cloth showing the point
position of switch, length of point, position of distribution board and main switch circuit number in which points fall at the time of final bill.
8. Rates for Works not in Schedule of rates of the Housing Board
If the existing, altered, additional or substituted works includes any class of works, for which no rate is specified in this Construction Agreement (“Step 4 of Clause 4.1.1.”), the Construction Agency shall within seven days of the date of receipt of the order to carry out the works inform the PMA the rate it intends to charge for execution of such item supported with rate analysis. If PMA does not agree to this rate he shall by notice in writing be at liberty to cancel his order and carry out the works as he may consider advisable, provided always that if the Construction Agency shall commence works or incur any expenditure in regard there to before the rates have been determined as lastly herein before mentioned then in such case he shall only be entitled to claim in respect of the works carried out or expenditure incurred by him prior to the date to the determination of the rates as aforesaid according to such rate or rates as shall be fixed by the PMA. In the event of a dispute decision of the PMA shall be final.
9. No Claim to any payment or compensation for alteration in or restriction of works
If at any time after execution of the Construction Agreement, the PMA shall, for any reason whatsoever require the whole or any part of the works as specified in the Construction Agreement to be stopped for any period or shall not require the whole or part of the works to be carried out at all by the Construction Agency, he shall give notice in writing of the fact to the Construction Agency who shall there upon suspend or stop the works totally or partially, as the case may be. In such case, except as provided hereunder the Construction Agency shall have no claim for compensation whatsoever on account of any profit or advantage which he might have derived from the execution of the works in full, but which he did not so derive in consequence of the full amount of the works not having been carried out, or on account of any loss, that he may be put to on account of material purchased or agreed to be purchased, or for unemployment of labor recruited by him. He shall not also have any claim for compensation by reason of any alterations having been made in the original specifications, drawings, designs and instructions, which may involve curtailment of the works, as originally contemplated. Where, however, material have already been purchased or agreed to be purchased by the Construction Agency before receipt by him of the said notice the Construction Agency shall be compensated for the same in Approved Claim for such material at the rate determined by the PMA, whose decision shall be final, provided they are not in excess of requirements and are of approved quality. If the Construction Agency suffers any loss on account of his having to pay labor charges during the period during which the stoppage of works has been ordered under this clause, the Construction Agency shall on application be entitled to such compensation n account of labor charges as the PMA, whose decision shall be final, may consider reasonable. Provided that the Construction Agency shall not be entitled to any compensation on account of labor charges if in
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the opinion of the PMA the labor could have been employed by the Construction Agency elsewhere for the whole or part of the period during which the stoppage of the works has been ordered as aforesaid.
10. Action and Compensation payable in case of Bad works
If within two (2) years if issuance of Government Facility Completion Certificate it appears to the PMA or his subordinate in charge of the works that any works has been executed with unsound, imperfect or unskillful workmanship or with material f inferior quality, or that any material or articles provided by him for the execution of the works 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 or are otherwise not in accordance with the contract, it shall be lawful for the PMA to intimate this fact in writing to the Construction Agency and then notwithstanding the fact that the works, material r articles complained of may have been inadvertently passed, certified and adjusted in the Approved Claim, the Construction Agency shall be bound forthwith to rectify, or remove, and reconstruct the works so specified in whole or in part, as the case may require or if so required, shall remove the material or articles so specified and provide other proper and suitable material 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 PMA the failure so continues and in the case of any such failure the PMA may rectify or remove and re-execute the works or remove and replace the material as described above. The expenses incurred by the PMA on the removal of defect or non-re-execution of the works shall be adjusted in the Approved Claim along with 10 percent supervision charges. If the works or material may be accepted it may be made use of at reduced rate, then in such cases it shall be readjusted in the Approved Claim at the mutually agreed rate between the Construction Agency and PMA.
11. Works to be open for inspection
All works under or in course of execution in pursuance of the Construction Agreement shall at all-time be open to the inspection and supervision of the PMA and his subordinate and they shall at all times during the usual working hours and at all other times at which notice of 7 days of the intention of the PMA or his subordinate to visit the works shall have been given to the Construction Agency, either himself be present to receive orders and instructions, or have its authorized signatory present for that purpose.
12. Notice to be given before works is covered up
The Construction Agency shall give not less than five days’ notice in wiring to the PMA or his subordinate in-charge of the work before covering up or otherwise placing beyond the reach of measurement, any works in order that the same may be measured, and correct dimensions thereof be taken before the same is so covered up or placed beyond the reach of measurement. If any works shall be covered up or placed beyond the reach of measurement without such notice having been given or consent obtained, the same shall be uncovered at the Construction Agency’s expense or in default thereof no adjustment or allowance shall be made for such works.
13. Construction Agency Liable for Damage Done and the Imperfections
If the Construction Agency or his employees break, deface, injure or destroy any part of building in which they may be working or any building, road, curbs, fences enclosures, water pipes, cables, drains, electric or telephone posts or wires, trees, grass, r grass land or cultivated ground contiguous, to the premises on which the works or any part of it, is
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being executed, or if any damage shall happen to the works, while in progress, from any cause whatever, or any imperfections become apparent in it within twelve (12) months after the issuance of Government Facility Completion Certificate or otherwise or its completion shall have been given by the PMA as aforesaid the Construction Agency shall, within 30 days of receipt of notice of such damage, make good the same at his own expense or in default the PMA may cause the same to be made good by other work man, and deduct such amount from Approved Claim. The Construction Agency hereby also covenants that it shall be his responsibility to see that the building constructed under this Construction Agreement do not leak during the period of two consecutive rainy seasons after completion and if any defects are pointed out to him by the PMA during the said period the same shall be rectified by him at his own expenses or in default the PMA may get them removed and deduct the expenses thereof from Approved Claim.
14. Notice of handing back
The Construction Agency shall serve on the PMA 15 day’s prior written notice of the date upon which the Construction Agency anticipates the handing back of constructed facilities.
15. Final Certificate
On completion of the works, the Construction Agency shall be furnished with a certificate (“Government Facilities Completion Certificate”) by the PMA of such completion but no such certificate shall be given nor shall the works be considered to be completed until the Construction Agency shall have removed from the premises on which the works shall be executed all scaffolding, surplus material and rubbish and cleaned off the dirt from all wood work, doors windows, walls, floors or other parts of any building r structure in, upon or about which the work is to be executed or of which he may have had possession for the purpose of the execution thereof, nor until the work shall have been measured by the PMA whose measurements shall be binding and conclusive against the Construction Agency. If the Construction Agency shall fail to comply with the requirements of this clause on or before the date fixed for the completion of the works, the PMA may at the expense of the Construction Agency remove such scaffolding, surplus material and rubbish and dispose of the same as the thinks fit and clean off such dirt as aforesaid and the Construction Agency shall forthwith pay the amount of all expenses so incurred and shall have no claim in respect of any such scaffolding or surplus material as aforesaid except for any sum actually realized by the sale thereof.
16. Ownership of Goods and Materials
Items of goods and materials supplied or to be supplied pursuance to and in compliance with the terms of this Construction Agreement shall become the property of the PMA when any item is delivered at the site. Goods or materials in which property has passed to the PMA shall be in the care and possession of the Construction Agency solely for the purposes of the works and shall not be within the ownership or disposition of the Construction Agency. Provided however, if there are any unused/excess materials that has been brought in by the Construction Agency to site, the Construction Agency shall be allowed to take back the same.
17. Compensation under Section 12 Sub section (I) of the Workman’s Compensation Act, 1923.
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In every case in which by virtue of the provisions of section-12, sub section (1) of the workman’s Compensation Act, 1923 PMA is obliged to pay compensation to a workman employed by the Construction Agency in execution of the works, it will recover from the Construction Agency the amount of compensation so paid and without prejudice to the rights of PMA under section-12 sub section (2) of the said Act. It shall be at liberty to adjust such amounts in Approved Claim.
18. Labor The Construction Agency shall get itself registered under Contract Labor Regulations and
Abolition Act, 1970 including its amendments after getting a certificate from the Principal Employer who will be the PMA. Model rules relating to layout, water supply and sanitation in labor camps are enclosed in Annexure-A. Provision of Nation Building Code in regard to construction and safety shall also be equally enforceable.
19. Labor below the age of 18 years
No labor below the age of 18 years shall be employed for the execution of the works. 20. Fair Wage
The Construction Agency shall pay fair wage to laborers engaged by him on the works, in accordance with the norms set out in Annexure-B.
21. Work not to be sublet
This Construction Agreement shall not be assigned or sublet without the written approval of the PMA and if the Construction Agency shall assign or sublet the contract, or attempt, so to do, or become insolvent or commence any insolvency proceedings or make any compromise with his creditors, or attempt so to do, or if any bribe, gratuity, gift, loan perquisite, reward or advantage pecuniary or otherwise, shall either directly or indirectly be given, promised or offered by the Construction Agency or any of his employees or agents of any public officer or person in the employment of PMA in any way or if any such officer or person, shall become in any way directly or indirectly interested in the contract, the PMA may there upon by notice in writing rescind the contract.
22. Work to be under the Direction of PMA
All works to be executed under the contract shall be executed under the directions and subject to the approval in all respect of the PMA or its representatives for the time being who shall be entitled to direct the point/s and in the manner in which they are to be commenced and undertaken from time to time.
23. Claims for Quantities Entered in the Bill of Quantity
Quantities shown in the Bill of Quantity are approximate and no claim shall be entertained for quantities of works executed being either more or less than those entered in this Construction Agreement.
24. Indemnity
The Construction Agency shall at all times save harmless and indemnify the PMA from the against all claims, liabilities, expenses, costs and losses suffered or incurred by the PMA which may arise out of or in connection with any defect, inadequacy or unsuitability of manufacture, workmanship, material or failure to meet in any or all respects the requirements of the
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Construction Agreement or the remedying thereof either by the Construction Agency, or by others employed/engaged by the Construction Agency. The Construction Agency shall fully indemnify and keep indemnified the PMA from and against any and all damages which the PMA may hereafter suffer, or any by reason of any demands, all claims, suits or proceedings, for or on account of infringement of any domestic or foreign patent rights, letters patent, registered design, copyright, trademark, or trade-name or industrial property right, or other intellectual property rights, proprietary rights, proprietary or confidentiality rights with respect to any materials, information, design or process used by the Construction Agency thereof or in performing the works. If in any such suit, claim or proceedings, a temporary restraint order or preliminary injunction is granted, the Construction Agency shall make every reasonable effort, to secure the suspension of the injunction or restraint order. If, in any such suit claim or proceedings, the works, or any part, thereof or comprised therein is held to constitute an infringement and its use is permanently enjoined, the Construction Agency shall promptly make every reasonable effort to secure for the PMA a license, at no cost of the PMA, authorizing continued use of the infringing work. If the Construction Agency is unable to secure such license within a reasonable time, the Construction Agency shall, at its own expense and without impairing the specifications and standards either replace the affected work, or part, or process thereof with non-infringing work or parts or process, or modify the same s that it becomes non-infringing.
25. Claims in Respect of Patent Rights
In the event of any claim being made or action brought against the PMA arising out of the matters referred to in this Clause, the Construction Agency shall be notified thereof and may at its own expense conduct all negotiations for the settlement of the same and any litigation that may arise therefrom. The PMA shall not, unless and until the Construction Agency have failed to take over the conduct of the negotiations or litigation or refused to admit that is liable to indemnify the PMA in respect thereof or failed to provide security as hereinafter provided, make any admission which might be prejudicial thereto. The conduct by the Construction Agency of such negotiations or litigation shall be conditional upon the Construction Agency having first given to the PMA such reasonable security as shall be from time to time be required by the PMA to cover the amount ascertained or agreed or estimated by the PMA, as the case may be, of any compensation, damages, expenses and costs for which the PMA may become liable.
26. Employment of Scarcity Labor
If Government declare a state of scarcity or famine exist in any village situated within sixteen kilometers of the work, the Construction Agency shall employ upon such parts of the work as are suitable for unskilled labor, any person certified to him by the PMA.
27. Payment of Quarry Fees, Royalties and Service Tax
All quarry fees, royalties, Octroi duties ground rent and taxes for stacking material shall be borne by the Construction Agency. If it is found that the Construction Agency has not paid the
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royalty to the State Government, the amount of royalty will be adjusted in the Approved Claim or any sum due to the Construction Agency, for remittance to State Government. Final approved claim for the work will be settled only after production of royally clearance certificate by the Construction Agency from the Collector of the district.
28. Technical Examination
The PMA shall have the right to cause Audit and Technical Examination of the works and the finalization of approved claim of the Construction Agency including all supporting vouchers, abstracts and other documents, and if as a result of such Audit and Technical Examination any sum is found to have been over paid in respect of any work done by the Construction Agency under the Construction Agreement and found not to have been executed, the Construction Agency shall be liable to refund the amount of over payment and it shall be lawful for the PMA to adjust the same in the monthly approved claim or recover the same from any other dues payable to the Construction Agency.
29. Dispute Resolution Procedure Dispute resolution shall be dealt with in terms of Development Agreement. 30. Miscellaneous Conditions 30.1 All dues regarding taxes, including the commercial tax, service tax, labor welfare contribution,
other duties etc. levied on the Construction Agency/work by Government and local bodies will be payable by the Construction Agency.
30.2 Notwithstanding anything contained in clause 31(i) Income Tax and Commercial Tax at the
notified rate shall be deducted from the amount adjusted towards the value of the Construction Agreement. The amount so deducted at source shall be deposited into the authorized bank or treasury and a certificate thereof shall be issued to the Construction Agency.
30.3 As per notification and provisions of Adhiniyam, 1996 one percent of the monthly approved
claim, shall be deducted towards Labor Welfare Fund for the work carried out under the contract and deposited by Board with MP Building and Construction Labor Welfare Board.
31. Special Conditions
(a) In case of any ambiguities or discrepancies, the Development Agreement shall prevail, (b) The Construction Agency shall employ one Graduate Engineer during the execution of
instructions. (d) In case the Construction Agency fails to employ the technical staff as aforesaid, the PMA
shall have the right to take suitable remedial measures. (e) It is not necessary for the Construction Agency, when it is itself an Engineer, to employ
another engineer for the supervision of works.
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(f) The retired Assistant Engineer who is holding a diploma may be treated at par with a Graduate Engineer for the operation of this clause.
In case the Construction Agency fails to employ the technical staff as aforesaid He shall be liable to pay the PMA a sum of Rs.10, 000/- (Rs. Ten Thousand only) For each month of default.
32. Testing of Sample
The rates include elements of testing of samples of various material brought by the Construction Agency for use on the work and their rests for complete items of work as prescribed in the specifications. Frequency of each such test to be carried out must not be less than the prescribed frequency. Details instructions in this regard are contained in Annexures E, EA to ED.
The rates also include arrangement and preparation of mixed design of cement concrete and testing thereof by a reputed Engineering College. COMPLTION CERTIFICATE In pursuance of Article of the Construction Agreement Date_______________ between the Construction Agency M/s.________________________________ and the MP Housing & Infrastructure Development Board, it is hereby certified that the said Construction Agency has on the____________day of__________ 20____ , duly completed the execution of the following work: 1. 2. 3.
Signature of PMA
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ANNEXURE 1
PROJECT MILESTONES
S.NO TIME PERIOD FINANCIAL ACHIEVEMENT PHYSICAL ACHIEVEMENT
1 90 Days from Date of Execution of Development Agreement
5% of Estimated value Foundation Works JD office
2 180 Days from Date of Execution of Development Agreement
20% of Estimated value Casting of All slabs JD office
3 270 Days from Date of Execution of Development Agreement
40% of Estimated value Completion of RCC Works in all Buildings
4 360 Days from Date of Execution of Development Agreement
60% of Estimated value i. Completion of Civil works in all Buildings.
ii. Completion of Sewage line and Septic tank
5 450 Days from Date of Execution of Development Agreement
80% of Estimated value i. Completion of Buildings with all finishing works fit for habitation.
ii. Completion of water supply line work.
6 540 Days from Date of Execution of Development Agreement
100% of Estimated value Completion of development works including external electrification.
Notes:
i. In the event of failure to achieve mile stone for both financial as well as physical terms, a liquidated damage of Rs 500 per day shall be levied on developer, which shall be recovered at the time of final payment of the bid value.
ii. In the event of non- achievement of two consecutive milestones or delay more than 180 days on completion of Government facilities , the developer shall be deemed defaulter and invocation of bank Guarantee shall be initiated.
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ANNEXURE 2
Valuation of Works
Note: Valuation of works executed shall be done, based on above mentioned schedule of rates.
1 Building Works & Development Works MP PWD SOR for Building Works w.e.f 01.08.2014
2 Internal Electrification Works MP PWD SOR for Electrical Works w.e.f 01.08.2014
3 Road works Integrated standard of rates for Road works of MP PWD w.e.f 01.02.2013
4 External Electrification works MP PWD SOR for Electrical Works w.e.f 01.04.2008
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ANNEXURE 3
Model Rules relating to layout, water supply and sanitation in labor camps These model rules are intended primarily for labor camps which are of a permanent nature. They lay down the minimum desirable standards which should be adhered to in permanent or semi-permanent labor camps and should not obviously be lower than those for temporary camps.
1. Location: The camp should be located in elevated and well drained ground in the locality. 2. Labor huts to be constructed for one family of 5 persons each. The layout to be shown in the
prescribed sketch. 3. Hutting: The huts to be built of local materials. Each hut should provide at least 20 square
meters of living space. 4. Sanitary Facilities: Latrine and urinals shall be provided at least 15 meters away from the nearest
quarters separately for men and women and specially so marked on the following scale. 5. Latrine: Pit provided at the rate of 10 users or two families per seat. Separate urinals as required
for the privacy can also be used for this purpose. 6. Drinking Water: Adequate arrangements shall be made for the supply of drinking water. If
practicable filtered and chlorinated supplies shall be arranged. When supply is from intermittent sources overhead storage tank shall be provided with a capacity of five liters a person per day. Where the supply is to be made from a well it shall conform to the sanitary standards laid down in the report of the Rural Sanitation Committee. The well should be at least 30 meters away from any latrine or other source of pollution. If possible hand pump should be installed for drawing the water from well. The well should be effectively disinfected once in every month and the quality of the water should be got tested at the Public Health Institution between each work of disinfecting.
7. Bathing and Washing: Separate bathing and washing place shall be provided for men and
women for every 25 persons in the camp. There shall be a gap and space of 2 square meters for washing and bathing. Proper drainage for the waste water should be provided.
8. Waste Disposal: Dustbin shall be provided at suitable places in the camp and the residents shall
be directed to throw all rubbish into these dustbins. The dustbins shall be provided with cover. The contents shall be removed every day and disposed of by drenching.
9. Medical Facilities:
(a) Every camp where 1000 or more persons reside shall be provided with whole time doctor and dispensary. If there are women in the camp, a whole time nurse shall be employed.
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(b) Every camp, where more than 250 persons reside, shall be provided with a dispensary
charge of whole time persons trained in the first aid. All the medical facilities mentioned above shall be for all the residents in the Camp including dependents of the worker, if any, free of cost.
10. Sanitary Staff: For each labor camp there should be a qualified sanitary I inspector and sweepers should be provided in the following scales
(a) For camp with strength of 200 persons four sweepers. (b) For camp with strength over 200 persons but not exceeding 500 persons one sweeper
for every 75 persons above the first 200 for which 3 sweepers shall be provided.
(c) For camp with strength over 500 persons one sweeper for every 100 persons above the first 500 for which 6 sweepers shall be provided.
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ANNEXURE 4 Contract Labor Regulations
The Construction Agency shall pay not less than fair wages to laborers engaged by him in the work. Explanation: (a) “Fair wages” means wages whether for time or piece work as notified on the date of inviting
tenders and where such wages have not been so notified the wages prescribed by the Public Works Department for the division in which the work is done.
(b) The Construction Agency shall, notwithstanding the provisions of any contract to the contrary
cause to be paid a fair wage to laborers indirectly engaged on the work including any labor engaged by his sub Construction Agency in connection with the said work as if laborers had been immediately employed by him.
contract the Construction Agency shall comply with or cause to be complied with the Labor Act in force.
(d) The PMA shall have the right to deduct from the money due to the Construction Agency any
sum required estimated to be required for making good the loss suffered by a worker by reason of non-fulfillment of the conditions of the contract for the benefit of the workers nonpayment of wages or of deductions made from their wages which are not justified by their terms of the contract or non-observance of regulation.
(e) The Construction Agency shall be primarily liable for all payments to be made under and for the
observance of the regulations aforesaid without prejudice to his right to claim indemnity from his sub Construction Agency.
(f) The regulations aforesaid shall be deemed to be part of this contract and any breach thereof
shall be deemed to be breach of this contract. (g) The Construction Agency shall obtain a valid license under the Contract Labor Regulation and
Abolition Act, 1970 in force and rules made there-under by the competent authority from time to time before commencement of work and continue to have valid licenses until the completion of the work.
Any failure to fulfill this requirement shall attract the penal provisions of this contract arising out
of the resulted non execution of the work assigned to the Construction Agency.
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ANNEXURE 5 Specifications for JD Office Block & AI Centre Structure: RCC Columns, beams and slabs of M 20 specifications. Flooring: 600 x 600 mm Vitrified Tiles predominantly. Steps to be done out of Nitco/ Eqv
1200x600 Stone slabs. Dados in Toilets of ceramic tiles size 300x450 of Graffiti/ Asian/ Eqv.
Doors: Phenol bonded flush door shutters with frames made out of 19 mm thick WP Ply
and paint finished. Windows: UPVC Windows with jambs done with black granite. Toilets: Dado to be done with vitrified tiles 600 x 600 mm with 75 mm granite band at
1200 level and 2100 level. Full length mirror to be provided. Sanatary ware of Hindware/ Kohler/ Eqv. Bath fittings of Jaquar/Ess-Ess/Eqv
Electrical Concealed multi stranded copper wiring of Havells/ RR/ Eqv make. Modular
switches / switch plates with GI Boxes of Anchor Roma/ L&T/ Legrand/ Eqv. TV Points at appropriate locations. Telephone points complete with provision of EPABX Systems.
Water Supply UPVC/ PPR supply lines and fittings of Astral/ Vectus/ Eqv make.Supply through
existing bore well. Necessary underground and overhead tank to be constructed.
Finishing Internal finish of Plastic emulsion of Asian/ Eqv make. Permanent External finish
to be of Heritage Granules. Anti-termite Pre construction anti termite treatment with 10 years certification. Parking Cement concrete paver blocks of 75 mm thickness/ 8 mm tk antiskid tiles of Bal
Endura/ Eqv. Water proofing Terrace Water Proofing of cement concrete done with screed and plasticizers of
Rouff/ Pidilite/ Dr Fixit/ Eqv.
Specifications for Guest House Similar as above but with External finish of whether proof Acrylic paint of Asian/Nerolac/ Dulux/ Eqv.
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Specifications for Residential Units & Other Buildings. Structure: RCC Columns, beams and slabs of M 20 specifications. Flooring: 600 x 600 mm Vitrified Tiles predominantly. Steps to be done out of Baroda
Green Marble/ Eqv. Dados in Toilets of ceramic tiles size 300x450 of Graffiti/ Asian/ Eqv.
Doors: Phenol bonded flush door shutters with frames made out of 19 mm thick WP Ply
and paint finished. Windows: Three Track Powder coated sliding Aluminum with provision for Mosquito
shutters. Toilets: Dado to be done with vitrified tiles 300 x 450 mm tiles of Somany/ Kajaria/ Eqv
with use of Highlighters as per Architects drawing & Design. Full length mirror to be provided. Sanatary ware of Cerra/ Parryware/ Eqv. Bath fittings of Plumber/ Marc/ Eqv
Electrical Concealed multi stranded copper wiring of Havells/ RR/ Eqv make. Modular
switches / switch plates with GI Boxes of Anchor Roma/ L&T/ Legrand/ Eqv. TV Points at appropriate locations. Telephone points complete with provision of EPABX Systems.
Water Supply UPVC/ PPR supply lines and fittings of Astral/ Vectus/ Eqv make.Supply through
existing bore well. Necessary underground and overhead tank to be constructed.
Finishing Internal finish of Oil bound distemper & External finish of Wheather proof
Acrylic paints of Asian/ Nerolac/ Dulux/ Eqv. Anti-termite Pre construction anti termite treatment with 10 years certification. Water proofing Terrace Water Proofing of cement concrete done with screed and plasticizers of
Rouff/ Pidilite/ Dr Fixit/ Eqv.
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ANNEXURE 6 Testing of Material and Methodology
1. The material of the construction shall be got tested by the construction agency as per specified test in relevant ISI codes under mandatory tests (as per list enclosed Annexure- EA) and frequency of testing. The frequency of the test shall be governed as specified therein. These tests shall have to be invariably carried out by construction agency at his cost under guidance of the Engineer-in-Charge.
2. The machinery in good working condition required for the work shall have to be possessed or arranged by the construction agency. No extra payment shall be admissible for use of machinery.
3. Steel centering and shuttering material for building and bridge works shall have to be used. The quality of centering and shuttering shall be approved by the Engineer -in- charge. The Construction agency shall have to ensure arrangement of minimum number of sets required for staging and shuttering as required for works and as directed by the Engineer-in-charge.
4. Watering and Curing.
Pumps in good working condition with leads for curing purposes of the work shall have to be as per directions of the Engineer-in-charge to ensure continuous curing required for the work.
i) Rates include the element of testing of samples of various material brought by the Construction agency for use on the work. List of Mandatory Tests is given in Annexure EA&EB. Frequency of such tests to be carried out shall not be less than the prescribed frequency. Construction agency shall also have to establish a field laboratory at the site to be approved by the Engineer-in-Charge. The list of the equipments and instruments required for field testing laboratory is given in Annexure-EC and ED respectively. The test shall have to be conducted by the Construction agency under the supervision of the Engineer-in-Charge or his authorized representative. A record of such tests shall be submitted to the Executive Engineer along with running account bills. The original register shall also be submitted along with the final bill. Failure to conduct any of the test or not upto the prescribed frequencies would invite following consequences:-
The Engineer-in-Charge may reject the work. If in his opinion the work can be accepted despite the aforesaid shortcomings, he may do so subject to a recovery of Ps.150/- for each default.
ii) As regards steel reinforcement:
a) Mild steel and medium tensile steel bars shall conform to IS: 432(Part-l);
b) Hot rolled deformed bars shall conform to 1S:1139;
c) Cold twisted bars shall conform to IS:1786;
d) Hard drawn steel wire fabric shall conform to IS: 1566;
e) Rolled steel made from structural steel shall conform to IS:226.
All reinforcement shall be free from loose mill scales, loose rust and coats of paints, oil mud or other coatings which may destroy or reduce bond.
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Only such steel as is obtained from main producers e.g. SAIL, lISCO, TISCO or such rolling mills as are having license from the BIS to manufacture steel for reinforcement shall be allowed to be used in the work.
The Construction agency shall have to produce Test Certificate in the proforma prescribed/approved by BIS from the manufacturer for every batch of steel brought to the site of work Before commencement of use of steel, from any batch, brought to site of work by the Construction agency, the Engineer-in-charge shall arrange to get samples tested for nominal mass, tensile strength, bend test and rebound test from any laboratory of his choice at the cost of construction agency, The selection of test specimens and frequency shall be as per relevant IS Codes of steel to be used.
iii) Where contract provides for cement to be arranged by the construction agency himself only ISI marked cement of relevant IS standard specifications shall be allowed to be used in the work subject to the following tests. The arrangement of necessary equipment for testing shall have to be made by the construction agency himself at a site to be decided by the Engineer-in-charge. All the expenses shall be borne by the construction agency. Any lot of cement brought to site by the construction agency would be permitted to be used in the work under the supervision of the Engineer-in-charge or his authorized representative as hereinafter. The record of the tests shall be maintained in the register referred to in subsequent para.
Type of test required Frequency required Minimum Quantity
a) Test for initial and final setting time as per IS: 3536-1966
1 test for 10 Tonne or part thereof
10 Tonne
b) Test for determination of compressive strength of cement as per IS: 3536-1966
1 test for 50 Tonne or part thereof
50 Tonne
A duplicate register as per format hereunder shall be maintained at the site of work. Certified copy of the entries for each month shall be submitted to the Engineer-in-charge by the construction agency. The original register shall also be submitted to the Engineer-in-charge on completion of the work by the construction agency.
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S.No. Date of Receip
t
No. of
Bags
Name and
address of firm,
from whom
purchased
Signature of Construction agency or his
authorized representativ
e
Signature of authorized
representative of
Engineer-in-Charge
Result of test for initial
and final setting
time
Result of test for
compressive
strength of
cement
Remarks
1 2 3 4 5 6 7 8 9
Nominal mix would be adopted for cement concrete M-7.5, M-10 & M-15. Design mix shall have to be adopted for concrete of higher strength.
iv) If any item of work is found to be substandard but the Engineer-in-charge is of the opinion that the same is structurally adequate and can be accepted at a reduced rate, then in such cases. the Engineer-in-charge shall have to submit proposals for appropriate reduction in rates supported by an analysis, in justification thereof, through a demi-official. letter to the Deputy Housing Commissioner to obtain his approval expeditiously (ordinarily within 15 days) and appended to the bills of the construction agency.
v) The construction agency shall have to be provided a ruled duplicate register at site named “Site Order Book” It shall be in the custody of departmental supervisory staff. The Engineer-in-charge or his authorized representative may record their instructions in this book, which shall be noted by the construction agency or his authorized representative for compliance.
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ANNEXURE- 7
List of Mandatory Tests
Material Test Relevant IS
Field/Laboratory Test
Minimum quantity of material/
work
Frequency of testing
Sand Silt content IS: 2386 Part-I
Field 20 cum Every 20 cum or part thereof or more frequently as decided by the Engineer-in-charge
Stone Aggregate
a) Percentage of soft or deleterious material
b) Particle size distribution
c) 10% fine value
d) Aggregate impact value of Los Angles abrasion value
IS: 2386 Part-II
IS: 2386 Part-I
IS: 2386 Part-IV
IS: 2386 Part IV
Generally visual inspection Laboratory test where required by the Engineer-in-charge or so specified
Laboratory
Laboratory
----------
45cum
45cum
45 cum
a) As required by the Engineer-in-charge
b) For every 45cum part thereof as decided by the Engineer-in-charge
c) &(d) Initial test and subsequent test as and when required by the Engineer-in-charge
Cement concrete / reinforced Cement concrete not less than M15
Slump test IS : 1199 Field 15cum 15cum or part thereof or more frequently as required by the Engineer-in-charge
Reinforced cement concrete
Cube strength IS: 456 Field 15 cum in slab
5 cum in columns
15cum or part thereof or more frequently as required by the Engineer-in-charge
Steel arranged by the
a) Tensile strength
IS: 1608 Laboratory 20 tonne Every 20 tonne or part thereof
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Material Test Relevant IS
Field/Laboratory Test
Minimum quantity of material/
work
Frequency of testing
contractor b) Bend test
IS: 1599
Laboratory
20 tonne
Cement arranged by the contractor
a) Test for initial and final setting times
b) Test for determination of compressive strength of cement
IS: 4031-1988
IS : 4031- 1988
Field
Field
10 tonne
50 tonne
Every 10 tonne or part thereof
50 tonne or part thereof
Bricks a) Dimension
b) Water absorption & efflorescence
c) Compressive strength
IS: 1077
IS: 3495
IS: 3495
Laboratory
Laboratory
Laboratory
100 out of 50000
100 out of 50000
100 out of 50,000
For every lot of 50,000 bricks or part thereof
Brick Tiles a) Compressive strength
b) Water absorption
IS: 3495
IS: 3495
Laboratory
Laboratory
50000
50000
For every 50000 or part thereof
One test for source manufacture
Marble Moisture absorption
and hardness test
IS: 1130 Laboratory Cost of marble work Rs. 50000/-
Rs. 50000/- or part thereof if required by the Engineer-in-charge
Timber Moisture contents
IS: 11215 by moisture meter field/ laboratory test. In case of dispute as required by the Engineer-
1cum Every one cum or part thereof
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Material Test Relevant IS
Field/Laboratory Test
Minimum quantity of material/
work
Frequency of testing
in-charge
Flush door a) Emerson test
b) Knife test
c) Adhesion
IS: 2191 & 22021
Laboratory 20 shutters testing of shutters at the discretion of the Engineer-in-charge. However, a certificate from the manufacture may be taken for the quality of the product required. Necessary testing may be done as per IS code
Aluminum door or windows fittings
Mortis lock
Thickness of Anodic coating,
testing of spring
IS: 1948
------
Laboratory
Laboratory
If the cost of fittings exceed Rs. 5000/-
50 nos
Rs. 5000 or part thereof as required by the Engineer-in-charge
100 or part thereof
Terrazzo tiles a) Transverse strength
b) Water absorption
c) Abrasion test
IS: 1237 Laboratory 2000 tiles 2000 tiles or part thereof
White glazed a) Water absorption
b) Crazing test
c) Impact strength test
IS: 1237 Laboratory 3000 tiles 3000 tiles or part thereof
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ANNEXURE 8
The minimum frequency of sampling of concrete or each grade shall be in accordance with the following:
Quantity of concrete (Cu.m.) Number of Samples
1 -5 1
6.15 2
16.30 3
31-50 4
51 and above 4 plus one additional sample for each additional 50 cum or part thereof
Note:- At least one sample shall be taken from each shift. Where concrete is produced at continuous production unit, such as ready mixed concrete plant, frequency of sampling may be agreed upon mutually by the supplier and the purchaser.
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ANNEXURE 9
List of Equipments for Laboratory & Field Testing
A For building works.
1. Balance -
i) 7 Kg. to. 10 kg capacity, Semi self indicating type- Accuracy to 10 gm
i) IS Sieves - 450mm internal dia of sizes 100 mm 80 mm, 63 mm 50mm, 40mm, 25mm, 20 mm, 12.5 mm, 10mm, 6.3 mm, 1.75mm complete with lid and pan.
ii) IS Sieve - 200 mm internal dia (brass frame) consisting of 2.36 mm, 1 mm, 500 microns 425 microns, 300 microns, 212 microns, 150 microns, 90 microns, 75 microns with lid and pan.
4. Sieve shaker capable for shaking of 200 mm and 300 mm dia sieve manually operated with timing switch assembly.
5. Equipment for slump test - slump cone, steel plate tamping rod, steel scale, scoop.
6. Dial gauge 25 mm travel- 0.01 mm /division least count - 2 nos.
i) Upto 200 Degree Centigrade for determination of loss on heating of bitumen.
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3. Sieves as per IS: 460-19ó2.
i) IS Sieves -450mm of internal dia of sizes 100 mm, 80mm. 63mm 50mm. 40mm, 25mm, 20 mm, 12.5 mm, 10mm. 6.3 mm, 1.75 mm, complete with lid and pan.
ii) IS: Sieves- 200 mm internal dia (brass frame) consisting of 2.36 mm, 1mm, 500 microns, 425 microns, 300 microns, 212 microns, 150 microns, 90 microns, 75 microns with lid and pan.
4. Sieve shaker capable for shaking of 200mm and 300mm dia sieve, electrically operated with timer.
5. Dial Gauge 25mm travel - 0.01 mm/division least count.
7. Aggregate impact test apparatus as per IS: 2386 - Part IV -1963.
8. Compaction apparatus( Proctor) as per IS: 2720 -Part -VII- 1974
9. Modified ASHO compaction apparatus as per IS: 2720 -Part-lll-1974.
10. Sand Pouring cylinder with control funnel and tube complete as per IS: 2720- Part- X X V Ill - 1 974.
11. Sampling tins with rods 100 mm dia x 50 mm height 1/2 kg capacity and miscellaneous items like moisture tins etc..
12. Constant temperature both for accommodating bitumen test , specimen electrically operated and thermostatically controlled.
13. Penetrometer with automatic time controller and with adjustable weight accessories and needles as per IS:1958.
14. Oxalate extraction apparatus complete with extraction thimbles etc.
15. Laboratory meter about 0.02 cum capacity electrically operated with heating jacket.
16. Hubbard Field stability test apparatus complete.
17. Marshall compaction APPARATUS AS PER ASTM 1559-62T and complete with electrically operated leading unit compaction pedestal bearing head assembly dial micrometer and bracket for flow measurement load transformer bar, specimen mould(4 inch dia) with base plate , columns, mould (4 inch dia)with base plate collars, specimen extracted, compaction hammer 4.53 kg (10 ib) x 457mm (18 inch) fall.
18. Distant reading thermometers.
19. Graduated cylinder 100 ml. capacity.
20. Enamel Tray.
Development of 4700 sqm. Land belonging to Veterinary Department GoMP at Chhoti Omti Jabalpur January 6, 2015
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Madhya Pradesh Housing & Infrastructure Development Board
Field Testing Instruments:
1. Steel tape -3m
2. Verneer calipers
3. Micrometer screw 25mm gauge
4. A good quality plumb bob
5. Spirit level minimum 30 cm long with 3 bubbles for horizontal / vertical
6. Wire gauge (circular type) disc
7. Foot
8. Long nylon thread
9. Rebound hammer for testing concrete
10. Dynamic penetrometer
11. Magnifying glass
12. Screw driver 30cm long
13. Ball pin hammer 100 gms
14. Plastic bags for taking samples
15. Moisture meter for timber
16. Earth resistance tests for electrical works
17. Muggers for electrical works
Development of 4700 sqm. Land belonging to Veterinary Department GoMP at Chhoti Omti Jabalpur January 6, 2015
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Madhya Pradesh Housing & Infrastructure Development Board
ANNEXURE 10
List of Approved Civil & Electrical Accessories
M.P. HOUSING & INFRASTRUCTURE DEVELOPMENT BOARD JABALPUR
LIST OF APPROVED MAKE MATERIALS FOR USE IN EXTERNAL ELECTIFICATION WORK IN HOUSING & INFRASTRUCTURE DEVELOPMENT BOARD WORKS
S.N. Particulars Make/Brand 1. a) Rail Pole 52kg./mtr.weihgt TISCO/SAIL MAKE B) H.Beam 152x152 mm 37.1kg/mtr. Weight. Approved by MPEB 2. a) R.S. JOIST 175x85 mm or 175x90 mm Approved by MPEB 19.3 kg/mtr.weight. b) R.S. JOIST 125x75 mm or 125x70 mm Approved by MPEB 13.0kg/mtr. Weight.
c) Steel tubular pole 1- National tubing company Calcutta/Kanpur (Make NTC) 2- BMW Industries Ltd. Calcutta (Make BMW) 3. Distribution Transformers. 11/0.4 KV 1 M.P. Transformer PVT.Ltd.
Indore (Make MPT) 2- Star Delta transformers Ltd.
Bhopal (Make star delta) 3- G.E.C. ALSTOM Allahabad.
Development of 4700 sqm. Land belonging to Veterinary Department GoMP at Chhoti Omti Jabalpur January 6, 2015
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Madhya Pradesh Housing & Infrastructure Development Board
Remark :-
1. If above make material is not available ,ISI marked materials with the written perior permission of Engineer in charge can be used.
2. No joint Rail Pole/R.S.J./H Beam will be allowed in any case/ condition. Executive Engineer (Elect.) M.P. HOUSING & INFRASTRUCTURE DEVELOPMENT BOARD Jabalpur
ANNEXURE 11
LIST OF APPROVED MATERIALS 1. Cement ACC, Jaypee, Mycem, Ultratech 2. Steel Tata, Goyal, Nakoda, Magnum 3. ‘Z’ Section ISI Marked Confirming to IS:1038-83. 4. Dewas Techno. 5. Glass Panes Saint Goben, Asahi, Hindustan, Modi. 6. Paints Asian Paints, Berger Paint, Jenson, Nikolson, ICI Dulux. 7. Oil Bound Distemper Asian Paints, Berger. 8. Enamel Paint Berger Paint, Asian Paints, Shalimar. 9. Flush shutter Sudershan, MP Wood, A1 Teak. 10. Cement Paint Super Snowcem Plus. 11. Hardware fittings MEPRO, ESSCO. 12. GI Pipe/Fittings GST, IST, Swastik, Khandelwal fittings ISI Marked. 12. PVC Pipe Fittings Prince, Kisan, Kasta, Supreme, Vectus, Premium. 13. SW Pipe Perfect. 14. Sanitaty wares Cera, Perryware, Hindware,Kohler 15. Glazed Tiles Nitco, HR Johnson, Somani, Kajaria,Asian, Orient. 16. Ceramic Floor Tiles Nitco, Asian, Somani, Kajaria. 17. Vitrified Floor Tiles Nitco, Asian, 18. Kitchen Sink Nirali, Selam Steel. 19. Over Head Tank Citizen, Roto Plus, Sintex. 20. Valves ISI Marked. 21. Nahni Trap Ahmedabad Pattern 22. Bath Fittings Jaquar, Plumber, ARK. Note :- Contractor has to produce directly test report from Manufacturer with lot
number.
Development of 4700 sqm. Land belonging to Veterinary Department GoMP at Chhoti Omti Jabalpur January 6, 2015
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Madhya Pradesh Housing & Infrastructure Development Board
LIST OF APPROVED MATERIALS FOR INTERNAL ELECTRIFICATION WORKS OF HOUSING & INFRASTRUCTURE DEVELOPMENT BOARD
1. 5 Amp/ 15 Amp Flush Type 250 Leader (Alfa) Anchor (Penta) Volt switch 2. 5 Amp/ 15 Amp 3/5 pin socket Leader (Alfa) Anchor (Penta) ISI approved 3. PVC pipe with accessories ISI Mark Precision / Polycab / Finolex 4. MS conduit pipe with accessories BEC / NIC / AKG / MK ISI mark 5. PVC insulated and sheathed Polycab / Finolex / Havells Alluminium cable 6. PVC insulated copper wire 1100 V-G. Havells / Finolex / Polycab 7. Holder / Ceiling Rose Leader / Anchor 8. Bakelite sheet 3mm thick Hylem 9. MCB MDS / Haggar / Siemens 10. MCB DB Hagger / MDS / Siemens 11. Bulk Head fittings (Deluxe) Bajaj / Philips / Crompton 12. Bulk Head fittings (Ordinary) Dollar 13. Panel manufacturer BSPL / Ajanta Fabrication Note :- (a) All the hylem sheet should be fixed with cup washer with brass screws. (b) All the materials should be ISI approved.
Assistant Engineer M.P. HOUSING & INFRASTRUCTURE DEVELOPMENT BOARD
Sub Division Jabalpur
SCHEDULE C
ANNEXURE 1
PROJECT SITE PLANS
TEMPLE AREA...........232 SQ.M
AREA STATEMENT TOTAL AREA ............. 4956 SQ.M
TEMPLE
17.7
1
TOMB
23.93
32.79
18.70
7.48
18.00
58.13
92.1010.92
SCHEDULE C
ANNEXURE 2
PROPOSAL DRAWINGS FOR GOVERNMENT
FACILITIES FOR VATERINARY DEPARTMENT AT
AADHARTAL JABALPUR
Architects & Interior Designers31-B Zone II m.p. Nagar Bhopal.Ph. no. 557198, Mob. 9826057186
Scale
Date
Dealt
NOT TO SCALE
21-12-2014
AAMIR
SHUYAY
SCHEDULE D
ABSTRACT OF ESTIMATES FOR JD OFFICE & OTHER
BUILDINGS FOR VATERINARY DEPARTMENT AT
AADHARTAL JABALPUR
Civil Works
Sanatary &
WS Electrical Total
A Buildings
JD office 204.11 8.75 14.72 227.58
AI Centre 37.14 2.36 3.03 42.53
Staff Quarters
2 E Type 63.06 3.22 5.32 71.6
4F Type 45.76 3.48 4.95 54.19
6 G Type 68.27 4.86 7.09 80.22
6 H Type 54.25 3.79 6.72 64.76
Guest house 35.52 2.42 2.83 40.77
Deputy Director Office Extension 36.84 8.26 2.83 47.93
Deputy Director Renovation 50.22
Total A 679.8
LAKHS
B Development Works
Covered Parking 29.33
External Eelctrification 39.16
Main Gate 11.31
Roads & Pavements 77.8
External Sewerline 16.14
Septic Tank 6.93
Storm Water Drainage 15.8
Waterline & Tubewell 26.76
Under Ground Water Tank 13.27
Total B 236.50
LAKHS
Total Buildings A 679.8
Total Development B 236.50
Total A+ B 916.3
LAKHS
GENERAL ABSTRACT ESTIMATE FOR THE CONSTUCTION OF JD OFFICE
AND OTHER BUILDINGS FOR VETERINARY DEPARTMENT AT AADHARTAL
JABALPUR
PART‐A CIVIL WORKS
S.No. Items Qty. Unit Rate Amount
1 Surface dressing of ground incl.removing
vegetation and in ‐equalities Eacht exceeding 15
cm deep and disposal of rubbish lead upto 50 m
and lift upto 1.50 m .
[SOR I/2.1.1 P/23] 6.04 100 sqm 803 4850.12
Earth work in excavation by mechanical means
(Hydraulic Excavator)/manual means in
foundations, trenches or drains (Eacht
exceeding 1.5m in width or 10 sqm on plan)
including dressing of sides and ramming of
bottoms, lift upto 1.5m including getting out
the excavated soil and disposal of surplus
excavated soil as directed, within a lead of 50m
(Each extra lift is payable if work is done by
mechanical means).
All kinds of soil.
[SOR I/2.8.1 P/23] 355.44 cum. 131 46562.64
Excavation work by mechanical means (hydraulic
excavator/manual means in foundation
trenches or drains Eacht exceeding 1.5 meter in
width or 10 sqm. on plan including dressing of
sides and ramming of bottoms lift upto 1.5
meter including getting out the
excavated solid and disposal of surplus
excavated soils as directed within a lead of 50
meters.
Ordinary Rock
[SOR I/2.9.1 P/23] 142.18 cum. 216 30710.88
4 EXTRA for every excavating 142.18 cum 289.44 41152.579
5 Filling available excavated earth (excluding
rock/ordinary rock) in trenches, plinth, sides of
foundations etc. in layers Eacht exceeding 20cm
in depth consolidating Each deposited layers
by ramming and watering, lead upto 50m and
lift upto 1.5m.
[SOR I/2.25 P/26] 355.44 cum 72 25591.68
2
3
ABSTRACT ESTIMATE FOR THE CONSTUCTION OF JD OFFICE BUILDING AT
AADHARTAL JABALPUR
6 Supplying and filling in plinth with crusher
stone dust /coarse sand under floors
including watering, ramming, consolidating in
layers Eacht exeeding 20 cm in depth and
dressing complete.
[SOR I/2.27 P/26] 90.6 cum 672 60883.2
7 Supplying and filling in plinth with hard
muram/hard copra under floors including
watering, ramming, consolidating and dressing
complete.
[SOR I/2.28 P/26] 233.68 cum. 471 110063.28
8 Preconstruction antirermite treatment to the
building under construction by providing ‐Stage 1
:‐Treatingthe bottom & sides ( upto 30 cm height
of the excavated trench @ 5 litre /sqm of the
surface area . STAGE 2 After masonry / RCC work,
the back fill in the immediate contact with
foundation structure treatment @ 7.50 litre /sqm
of the vertical surface substructure for Each side.
STAGE 3:‐ surface treatment by by spreading
emulsion over the plinth area before laying the
base concrete under floor @5 lit /sqm .STAGE 4 :‐
Pumping the emulsion in plinth masonry on filling
side at floor junction @7.50 lit /sqm .STAGE 5 :‐
Pumping the Emulsion from outer side of the
plinth below ground alround the masonry @ 5 lit
/sqm as per IS :_8944 Emulson ( 1 Chlorpyrifos :
19 water ) with five years service Guarantee (
Measurement to be taken for plinth area )
SOR I/2.32 P/27 604 sqm. 136 82144
9 Making plinth protection 50mm thick of cement
concrete grade M10 over 75mm bed of dry metal
ballast 40mm Eachminal size well rammed and
consolideted and filled with sand including
fonishing the top smonth (with 20mm Eachminal
size graded stone aggregate.)
SOR I/ 4.17 P/ 4899.6 sqm 351
34959.6
10 Providing and laying in position cement concrete
of specified grade excluding the cost of centering
and shuttering ‐ All work upto plinth level: With
40mm Eachminal size graded stone aggregate.
Eachminal mix 1 cement : 3 sand : 6 graded
stone aggregate M‐15
[SOR I/4.1.2.1 P/45] 80.71 cum. 4403 355366.13
11 Providing and laying in position specified grade
of reinforced cement concrete (with 20mm
Eachminal size graded stone aggregate)
excluding the cost of centering, shuttering,
finishing and reinforcement ‐ All work upto
plinth level.
M‐20 Grade concrete (20 MM N SIZE GRADED
STONE AGGREGATE )
[SOR I/5.1.1 P/65] 209.76 cum. 5091 1067888.2
12 Reinforced cement concrete work (with 20mm
Eachminal size graded stone aggregate) in walls
(any thickness), including attached pilasters,
buttresses, plinth and string courses, filets,
columns, pillars, posts and struts suspended floor
roof slab, beams etc. upto floor two level
excluding cost of centering, shuttering,
finishing and reinforcement.
M‐20 Grade Concrete.
Ground Floor
[SOR I/5.2.1 P/65] 407.81
RCC SLOPING 16.41
424.22 cum. 5202 2206792.4
13
Extra for RCC work above floor two levelfor Each
floor or part there of
SOR I/ 5.32 P/ 71 cum
FOR ITEM ‐12 FFL 133.82 cum 52.02 6961.3164
FOR ITEM ‐12 SFL 107.36 cum 104.04 11169.734
FOR ITEM ‐12 TFL 23.88 cum 52.02 1242.2376
FOR ITEM ‐12 A FFL 6.48 cum 52.02 337.0896FOR ITEM ‐12 SFL 4.74 cum 104.04 493.1496
FOR ITEM ‐12 TFL 0.16 cum 52.02 8.3232
Reinforcement for RCC work including
straightening, cutting, bending, placing in
position and binding including cost of binding
wire upto floor two level including all wastage
etc. complete.
c) Thermo Mechanically Treated bars (TMT)
Upto Ground Floor
[SOR I/5.16 P/68] 69737.9 Kg. 62.9 4386513.9
Reinforcement for RCC work including
straightening, cutting, bending, placing in
position and binding including cost of binding
wire upto floor two level including all wastage
etc. complete.
FIRST FLOOR 15433.3 Kg. 0.2 3086.66
SFL 12331.8 Kg. 0.4 4932.72
TFL 2644.18 Kg. 0.6 1586.508
15 Centering and shuttering including strutting,
propping etc. and removal of form
for:Foundations, footings, bases of coloumns, etc
for concrete upto plinth level
[SOR I/5.9.1 P/66] 219.52 sqm 174 38196.48
15 B Centering and shuttering including strutting,
propping etc. and removal of form for: Walls (any
thickness) including attached pilaster
butteresses, plinth beams and string courses
etc. upto plinth level.
[SOR I/5.9.2 P/66] 560.52 sqm 267 149658.84
15 C Centering and shuttering including strutting,
propping etc. and removal of form for:
Suspended floors, roofs, landings, balconies and
access platform
[SOR I/5.9.3 P/66] 4024.48 sqm. 264 1062462.7
15 D Centering and shuttering including strutting,
propping etc. and removal of form for: Stairs
(excluding landing) except spiral staircases.
[SOR I/5.9.7 P/66] 50.39 sqm. 332 16729.48
15 E Vertical and horizontal fins individully or forming
box ,louvers, facia, eaves boards
[SOR I/5.9.14 P/66] 57.56 sqm 481 27686.36
16 Providing for plaster drip course/ groove in
plastered surface or moulding to RCC
projections.
[SOR I/5.24 P/69] 90 Mtr. 18.5 1665
14
17 Brick work with well burnt open bhatta, crushing
strength Eacht less than 25 Kg/Sqcm and water
absorption Eacht more than 20% in foundation
and plinth including curing etc. complete.
Cement mortar 1:6 (1 cement : 6 sand).
[SOR I/6.5.2 P/85] 13.28 cum 4541 60304.48
18 tFL
Having 50 kg / sq cm Av compressive srength in
cement mortor 1:6
SOR I/6.7.3.1 P/86 502.92 cum 5039 2534213.9
19 EXTRA for brick work in super structure above
floor level for Each addl. Floor or part thereof
respective items
a) First Floor 181.33 cum 92 16682.36
b) Second Floor 142.04 cum 184 26135.36
C) THIRD FLOOR 42.78 cum 276 11807.28
20 Providing half brick masonry with FLY ASH LIME
GYPSUM BRICKS (FALG ) CONFIRMING TO IS :
12894 crushing strength Eacht less than 25
Kg/sqm in superstructure above plinth level
and upto floor two level. Cement mortar 1:4 (1
cement : 4 sand).
Ground Floor
[SOR I/6.15.3.2 P/87] 317.4 sqm. 580 184092
21 First Floor
[SOR I/6.15.3,& 6.17 P/87] 136.8 sqm. 591 80848.8
21 b First Floor
[SOR I/6.15.3,& 6.17 P/87] 109.5 sqm 602 65919
22 Extra for providing and placing 2 Eachs. 8mm
dia MS bars at every third course of half brick
masonry. (with metric size bricks).
[SOR I/6.18 P/88] 317.4 sqm. 127 40309.8
23 Providing and fixing chicken mesh as per ISI
Specification and in the required with 50mm long
Bombay nails on vertical and horizontal
junctions of RCC and brick wall including
scaffolding and all lead and leads and lift etc.
complete
before plastering upto 10 meter height.
[SOR I/13.27 P/247] 378 sqm. 62 23436
24 Providing and fixing MS grills of required pattern
in frames of windows etc. with MS flats, square
or round bars etc. including priming coat with
approved steel primer all complete.
Fixed to steel windows by welding.
[SOR I/9.43.1 P/140] 2265 Kg. 91 206115
25 Providing and fixing hand rail by welding etc. to
steel ladder, railing, balcony, staircase railing and
similar works, including applying a priming cost of
approved steel primer.
MS tube
[SOR I/10.23.1 P/182] 666 Kg. 110.4 73526.4
26
Providing and fixing pressed steel door frames
confirming to IS:4351 manufactured from
commercial mild steel sheet of 1.25mm
thickness including hinges jamb, lock jamb, bead
and if required angle threshold of mild steel
angle of section 50x25mm, or base ties of
1.60mm pressed mild steel welded or rigidly
fixed together by mechanical means, MS
pressed butt hinges, 2.5mm thick with mortar
guards, lock strike plate and shock absorbers
as specified filling the frame with cement
concrete 1:3:6 at site before fixing (cost of
concrete to be paid separately) and applying a
coat of approved steel primer after pre‐
treatment of the surface as directed by Engineer‐
in‐Charge. Profile C of 1.60mm thick Single
rebate size 100x50mm ‐ Fixing with adjustable
lugs with split end tail to Each jamb.
b.
[SOR I/10.13.2.1 P/180] 183.2 Mtr. 431.4 79032.48
27 Profile E of 1.60mm thick Double rebate size
115x50mm ‐ Fixing with adjustable lugs with
split end tail to Each jamb.
[SOR I/10.13.3.1 P/180] 9 Mtr. 472.05 4248.45
28 Providing and fixing ISI marked flush door
shutters conforming to IS:2202 (Part‐1) Eachn
decorative type, core of block board
construction with frame of first class hard wood
and well matched
Fixing with 15x3mm lugs, 10cm long,
embedded in cement concrete blocks 15x10x
10cm of cement concrete 1:3:6 (1 cement : 3
sand : 6 graded stone aggregate 20mm
Eachminal size). [SOR I/10.10.1 P/179]
commercial 3 ply veneering with vertical grains
or cross bands and face veneers on both faces
of shutters of such as duro board, century or
equivalent make.such as duro board, century or
equivalent make. 30mm thick including ISI
marked stainless steel butt hinges with
necessary screws.
[SOR I/9.19.2 P/136] 67.2 sqm. 2237 150326.4
29 Providing and fixing factory made panel PVC door
shutter consisting of frame made out of MS
tubes of 19 gauge thickness and size of 19mm
x 19mm for styles and 15x15mm for top and
bottom rails. MS frame shall have a coat of steel
primers of approved make and manufacture.
MS frame covered with 5mm thick heat
moulded PVC 'C' channel of size 30mm
thickness, 70mm width out of which 50mm shall
be flat and 20mm shall be tapered in 45 degree
angle on both side forming
styles, and 5mm thick, 95mm wide PVC sheet
out of which 75mm shall be flat and 20mm shall
be tapered in 45 degree on the inner side to
form top and bottom rail and 115mm wide PVC
sheet out of which 75mm shall be flat and 20mm
shall be tapered on both sides to form lock rail.
Top, bottom and lock rails shall be provided both
side of the panel 10mm (5mm x 2) thick, 20mm
wide cross PVC sheet be provided as gap
insert for top rail and bottom rail, paneling of
5mm thick 30mm thick plain pre laminated PVC
door shutters
both side PVC sheet to be fitted in the MS frame
welded/sealed to the styles and rails with 7mm
(5mm + 2mm) thick x 15mm wide PVC sheet
beading on inner side, and joined together with
solvent cement adhesive. An additional 5mm
thick PVC strip of 20mm width is to be stuck on
the interior side of the 'C' channel using PVC
solvent adhesive etc. complete as per direction
of Engineer‐in‐Charge. Manufacturer's
specification and drawing.
[SOR I/9.168.2 P/164] 118.8
37.8
156.6 sqm. 3778 448826.4
Providing and fixing ISI marked stainless steel
sliding door bolts with nuts and screws etc.
complete.
250x16mm
[SOR I/9.65.2 P/143] 66 Each 326 21516
Providing and fixing ISI marked stainless steel
tower bolt black finish (barrel type) with
necessary screws etc. complete.
200x100mm
[SOR I/9.66.2 P/143] 96 Each 93 8928
Providing and fixing ISI marked stainless steel
door latches etc. complete.
250x20x6mm
[SOR I/9.68.2 P/143] 66 Each 173 11418
Providing and fixing ISI marked stainless steel
handles with necessary screws etc. complete.
125mm
[SOR I/9.69.1 P/143] 140 Each 60 8400
Providing and fixing IS:12817 marked stainless
steel butt hinges (heavy weight) with stainless
steel screws etc. complete.
100x60x2.50mm
[SOR I/9.74.2 P/144] 354 Each 60 21240
Providing and fixing stainless steel hanging
type floor door stopper with necessary screws,
etc. complete.
[SOR I/9.76 P/144] 92 Each 103 9476
36 Providing and fixing alluminium work for
doors, windows, ventilators and partitions with
extruded built up standard tubular
sections/appropriate Z section and other sections
of approved make conforming to IS:733 and
IS:1285, fixed with dash fasteners of required
dia and size, including necessary filling up of
gaps at junctions i.e. at top, bottom and sides
35
31
32
33
34
30
with required EPDM rubber/neoprene gasket etc.
Alluminium sections shall be smooth, rust free,
straight, mitred and jointed mechanically
wherever required including cleat angle,
alluminium snap beading for glazing/panelling, CP
brass/stainless steel screws, all complete as
per architectural drawings and the directions of
Engineer‐in‐Charge (Glazing and panelling and
dash fasteners to be paid for separately)
For Fixed Portion
Powder coated alluminium (minimum thickness
of powder coating 50 micron).
[SOR I/21.1.1.2 P/362] 865.08 Kg. 377 326135.16
37 For shutters of doors, windows and ventilators
including providing and fixing hinges/pivots
and making provision for fixing of fittings
wherever required including the cost of PVC/
neoprene gasket required (fittings shall be paid
for separately).
Powder coated alluminium (minimum thickness
of powder coating 50 micron).
[SOR I/21.1.2.2 P/362] 865.08
294.18
1159.26 Kg. 425 367659
38 Providing and fixing MS grills of required pattern
in frames of windows etc. with MS flats, square
or round bars etc. including priming coat with
approved steel primer all complete.
Fixed to steel windows by welding.
[SOR I/9.43.1 P/140] 2160 Kg. 91 196560
39 Providing and laying flamed finish granite stone
flooring in required design and pattern, in linear
as well as curvilinear portions of the building all
complete as per the architectural drawings with
8mm thick stone slab over 20mm thick
(average) thick base of cement mortar 1:4 (1
cement : 4 sand) laid and jointed with cement
slurry and pointing with white cement slurry
admixed with pigment of matching shade
including rubbing, curing and polishing etc. al
complete as specified and as directed by Engineer‐
in‐Charge:
a) Flamed finish granite stone slab Jet Black,
Cherry Red, Elite Brown, Cat Eye or equivalent.
[SOR I/11.32 P/203] 108.38
48.2
156.58 sqm. 3663 573552.54
40 Kota stone slab flooring over 20mm (average)
thick base laid over and jointed with gray
cement slurry mixed with pigment to match the
shade of the slab including rubbing and polishing
complete with base of cement mortar 1:4 (1
cement : 4 sand). 25mm thick.
[SOR I/11.34.1 P/203] 132.27 sqm. 1043 137957.61
41 Kota stone slabs 20mm thick in risers of steps,
skirting, dado and pillars laid on 12mm (average)
thick cement mortar 1:3 (1 cement : 3 sand)
and jointed with gray cement slurry mixed with
pigment to match the shade of the slabs,
including rubbing and polishing complete.
[SOR I/11.35 P/203] 18.81 sqm. 1012 19035.72
42 Providing and fixing first quality ceramic glazed
wall tiles conforming to IS:15622 (having
thickness 6 to 7mm) of approved make in all
colours, shades such as burgundy, bottle green,
black of size 300x450mm or more in skirting,
risers of steps and dados over 12mm thick bed of
cement mortar 1:3 (1 cement : 3 sand) and
jointing with gray cement slurry @ 3.3 Kg. per
sqm. including pointing in white cement mixed
with pigment of matching shade complete.
[SOR I/11.48 P/204]
432.54 sqm. 937 405289.98
43 Providing and laying Ceramic glazed tiles
300x300mm or more (having thickness 6 to
7mm) of first quality conforming to IS:15622
of approved make in colours, such as White,
Ivory,
Gray, Fume Red Brown laid on 20mm
thick bed of cement mortar 1:4 (1 cement : 4
sand) including pointing the joints with white
cement and matching pigments etc. complete.
[SOR I/11.45 P/204]
81.11 sqm. 718 58236.98
44 Providing and laying vitrified floor tiles in
different sizes with water absorptions less than
0.08% and conforming to IS:15622 of
approved
Make in all colours and shades, laid on 20mm
thick cement mortar 1:4 (1 cement : 4 sand)
including grouting the joints with white
cement and matching pigments etc. complete.
Size of Tile 600x600x9‐10mm
[SOR I/11.53.2 P/205] 1013.18 sqm. 894 905782.92
45 Providing and laying 60mm thick factory made
cement concrete interlocking paver block M‐30
grade made by block making machine with
strong vibratory compaction, of approved size,
design and shape laid in required colour and
pattern over and including 50mm thick
compacted bed of stone dust, filling the joints
with sand etc. all complete as per the direction
of Engineer‐in‐Charge
[SOR I/11.75 P/210] 165 sqm. 586 96690
46 12mm cement plaster of mix in cement mortar
1:6 (1 cement : 6 sand).
[SOR I/13.1.2 P/244] 3649.02 sqm. 110 401392.2
47 20mm cement plaster of mix in cement mortar
1:6 (1 cement : 6 sand).
[SOR I/13.3.2 P/244] 1926.2 sqm. 156 300487.2
48 6mm cement plaster of mix 1:3 (1 cement : 3
sand).
[SOR I/13.8.1 P/244]
1669.49 sqm. 96 160271.04
49 Providing sand faced plaster upto 10 meter
height above ground level concrete or brick
masonry surfaces in two coats, base coat of
13mm thick in cement mortar 1:4 (1 cement : 4
sand), clearing the surface by combing it and
finishing coat of 8mm thick in
cement mortar 1:3 (1 cement : 3 sand) and
taking out surface grains by
mechanical arrangement including cost of all
material, labour, and T&P including all lead lift,
and scaffolding etc. complete.
[SOR I/13.13 P/245]
400 sqm. 314 125600
50 Distempering with oil bound washable
distemper of approved brand and manufacture
to give an even shade new work (two or more
coats) over and including priming coat with
cement primer.
[SOR I/13.47.1 P/249] 3649.02
1669.49
5318.51 sqm. 60 319110.6
51 Providing and applying white cement based
putty of average thickness of 1mm, of
approved brand and manufacturer, Like Birla
white/JK white or equivalent, over the plastered
wall surface to prepare the surface even
and smooth including all cost of material,
labour and scaffold etc. in all position complete.
[SOR I/13.41 P/248]
3649.02 sqm. 74 270027.48
53 Finishing walls with textured exterior paint of
required shade : New work (two or more
coats applied @ 3.28 Ltr/ 10 sqm over and
including priming coat of exterior primer applied
@ 2.20 Kg/10 sqm).
[SOR I/13.54.1 P/250]
1926.2 sqm. 132 254258.4
54 Painting with synthetic enamel paint of
approved brand and manufacture of required
colour to give an even shade. Two or more coats
on new work over an under coat of suitable
shade with
ordinary paint of approved brand and
manufacture.
[SOR I/13.69.1 P/252]
380 sqm. 77 29260
55 Providind and laying water proof TREATMENT IN
SUNKEN PORTION OF WCs, bathroom etc. by
applying cement slurry mixed with water proofing
cement compound consisting of applying :
a) First layer of alurry of cement @ 0.253 kg/sqm.
Mixed with water proofing cement compound @
0.253 kg./sqm. This layer will be allowed to air
cure for 4 hours. b) Second layer of
slurry of cement @ 0.242kg/sqm. mixed with
water proofing cement compound @ 0126
kg/sqm. This layer will be allowed to air cure for 4
hours followed with water curing for 48 hours.
The rate includes preparation of surface,
treatment and sealing of all joints, corners,
junctions of pipes and masonry with polymer
mixed slurry.
0 0
SOR I /22.50 P/372 138.35 sqm. 338 46762.3
56 Providing and laying integral cement based
water proofing treatment including preparation
of surface as required for treatment of roofs,
balconies, terraces etc. consisting of
following operations:
a) Applying a slurry coat of neat cement using
2.75 Kg/sqm. of cement admixed with water
proofing compound confirming to IS:2645 and
approved by
Engineer‐in‐Charge over the RCC slab including
adjoining walls upto 300mm height including
cleaning the surface before treatment.
b) Laying brick bats with mortar using broken
bricks/brick bats 25mm to 115mm size with 50%
cement mortar 1:5 (1 cement : 5 sand) admixed
with water proofing compound conforming to
IS:2645 and approved by Engineer‐in‐Charge
over 20mm thick layer of cement mortar of mix
1:5 (1 cement : 5 coarse sand) admixed with
water proofing compound confirming to IS:2645
and approved by Engineer‐in‐ Charge to
required slope and treating similarly the
adjoining walls upto 300mm height including
rounding of junctions walls and slabs.
c) After two days of proper curing applying a
second coat of cement slurry using 2.75 Kg/sqm
of cement admixed with water proofing
compound conforming to IS:2645 and approved
by Engineer‐in‐ Charge.
d) Finishing the surface with 20mm thick jointless
cement mortar of mix 1:4 (1 cement : 4 sand)
admixed with water proofing compound
conforming to IS:2645 and approved by
Engineer‐in‐Charge including laying glass fiber
cloth type‐II grade‐1 tissue reinforced of
approved quality in top layer of plaster and finally
33 Providing sand faced plaster upto 10 meter height
above ground level concrete or brick masonry surfaces
in two coats, base coat of 13mm thick in cement mortar
1:4 (1 cement : 4 sand), clearing the surface by combing
it and finishing coat of 8mm thick in mechanical
arrangement including cost of all material, labour, and
T&P including all lead lift, and scaffolding etc.
complete
[SOR I/13.13 P/245] 120 sqm. 314 37680.00
34 Distempering with oil bound washable distemper of
approved brand and manufacture to give an even shade
new work (two or more coats) over and including priming
coat with cement primer.
[SOR I/13.47.1 P/249] 361.24
1288.71
1649.95 sqm. 60 21674.40
35 Providing and applying white cement based putty of
average thickness of 1mm, of approved brand and
manufacturer, Like Birla white/JK white or equivalent,
over the plastered wall surface to prepare the
surface even
and smooth including all cost of material, labour and
scaffold etc. in all position complete.
[SOR I/13.41 P/248]
1288.71 sqm. 74 95364.54
37 Finishing walls with textured exterior paint of required
shade : New work (two or more coats applied @ 3.28
Ltr/ 10 sqm over and including priming coat of exterior
primer applied @ 2.20 Kg/10 sqm).
38 Painting with synthetic enamel paint of approved brand
and manufacture of required colour to give an even
shade. Two or more coats on new work over an under
coat of suitable shade with ordinary paint of approved
brand and manufacture.
[SOR I/13.69.1 P/252] 776.8 sqm. 77 59813.60
Total 2933158.22
Say 29.33 LAKH
Assistant Engineer Executive Engineer MP Housing & Inf.Development MP Housing & Inf.DevelopmentBoard Sub Dn.Hathital Jabalpur Board Sub Dn.Hathital Jabalpur
S. N.
SOR/ P.NO.
ITEM UNIT QTY. RATE AMOUNT
ESTIMATE BASED ON PWD SCHEDULE OFRATES FOR ELECTRICAL WORKS W.E.F 1STAPRIL 2008
1 26.20 Supplying, Fixing and Testing of SV lamp SON-T(tubular clear type) ISI marked of approved makeas required as per specification
26.20.2 150 Watt EACH 50 520 26000
2 26.48 Supplying, fixing and testing of approved makeof HP Sodium vapour side road lighting/ mainroad lighting lantern consisting of single piececast aluminium housing complete with allaccessories suitable for tubular 70W/ 15OW/250W/ HPSV lamp pot type high purity ALGLAScoated electro-mechanically brightened anodizedaluminium reflector/ with ripples embossingabove the lamp, lamp holder, clear acrylic cover& 3/5 stainless steel toggle, ignitor & ballast,condenser (without lamp) i/c fixing with 32/38mm dia GI pipe medium class of required lengthupto 2 mtr. for mounting on wall/ existing pole/ onexisting "D" bracket i/c bending the pipe torequired shape and connections, i/c all materialas required & suitable for:
26.48.2 150 Watt EACH 50 3680 184000
3 32.3 Earthing with GI Earth plate 600x600x6mm thickincluding accessories and providing masonryencloser in cement mortar, cover plate havinglocking arrangement on the top and GI wateringpipe 20mm dia 2.7 m long etc. (but withoutcharcoal or coke and salt) complete as required.
EACH 6 2200 13200
4 32.5 Add Extra for using salt and charcoal / coke forGI Plate or Copper plate earth electrode asrequired including excavation & refilling.
EACH 6 472 2832
5 32.7 Supplying and laying 6 SWG G.I. wire at 0.5Meter below ground level as conductor earthelectrode including soldering etc. as required.
METER 1000 13 13000
6 32.9 Supplying and laying 25mm x 6mm G.I. strip at0.5 meter below ground level as strip earthelectrode including soldering etc. as required.
METER 100 69 6900
7 32.10 Providing & fixing 25mm x 5mm G.I. strip in40mm dia G.I. Pipe (B class) from earthelectrode as required.
METER 100 884 88400
ESTIMATE FOR CONSTRUCTION OF JD OFFICE, AI CENTER & RESIDENTIAL QUARTERS AT M.P. STATE VETERINARY DEPARTMENT
8 34.1 Supply of support for overhead line Rail pole ofI.S. standard including welding, drilling ofrequired hole etc. complete as required.
34.1.1 Rail pole standard weight 52 kg per meter METER 26 1850 48100
9 34.3.11 Supply of steel tubular pole swaged type as perIS:2713 - 1980 Complete with baseplate and topCanopy
34.3.11 410 SP-29 - 9.00 meter EACH 50 10589 529450
10 34.10 Supplying and erection of water tight terminalbox of 14 SWG MS Sheet 4mm thick box ofrequired size to erect the suitable kit kat/ MCB/Switch with Top & bottom folded fitted withrubber ring to make it water tight with pole clampmade from 40x3mm MS flat iron with 2 Nos. Nutand Bolts duly painted with 2 coat of Red Oxidepaint and 2 coat of Aluminium silver painterected with cable gland but excluding the cost ofthe Kit Kat/ MCB/ Switch complete as perspecification:
34.10.2 30x20x15 Cms. EACH 50 323 16150
11 34.14 Erection of steel tubular or steel rail pole or H-Beam of length exceeding 10 meters but notexceeding 13 meters in cement concrete 1:3:6 (1cement : 3 coarse sand : 6 graded stoneaggregate 40mm nominal size) foundation, basepadding & muffing including excavation andrefilling etc. as required. (4.55 bags of cement/cum)
EACH 50 1316 65800
12 34.3 Supplying of channel iron 100mmx50mmx7.9kgPer M cross arm for 4 wire overhead linecomplete with clamps, bolts and nuts etc.including painting as required
SET 8 450 3600
13 34.33 Erection of angle iron/ channel iron cross arm onexisting pole etc. as required.
SET 8 32 256
14 34.61 Supplying and erection of galvanized stay set for11kV overhead line complete with 19/20mm dia x1.8 meters long stay rod, anchor plate of size45cm x 45cm x 7.5mm thick, thimble, stayclamps, turn buckle (20mmx 600mm), 7/4.00mmdia GI stay wire and 11kV strain insulator etc. incement concrete 1:3:6 (1 cement : 3 coarse sand: 6 graded stone aggregate 40mm nominal size)foundation including excavation and refilling etc.as required.
SET 2 1853 3706
15 34.79 Supplying and erection of 11kV pin insulatorcomplete with large steel head G.I. pin, nut,washer etc. as required.
SET 12 115 1380
Page 2/6
S. N.
SOR/ P.NO.
ITEM UNIT QTY. RATE AMOUNT
16 34.80 Supplying and erection of 11kV disc insulator for11kV overhead lines with galvanized insulatorfittings, ball and socket type, and complete withgalvanized strain clamp, bolts, nuts washer etc.as required.
SET 12 416 4992
17 34.84 Supplying and erection of three piece nonlinearresistor type lighting arrestor suitable for 3 wire,11kV overhead lines with rated voltage of 9kV(rms) with a nominal discharge current rating of 5KA and complete with galvanized clampingarrangement, GI bolts, nuts, washer etc. asrequired.
SET 1 3671 3671
18 33.1 Supply of XLPE Insulated power cable(conforming IS-7098) 1100 Volt grade/ Heavyduty power cable conforming to IS 1554-1100Volts grade, 2 core/ 3½ core/ 4 core ISI MARKED with Alu. Stranded/ solid conductor
33.1.2 ARMOURED 2 Core33.1.2.3 6 Sq.mm.(XLPE) METER 1400 95 133000
33.1.6 ARMOURED 3½ CORE33.1.6.1 25 Sq.mm(XLPE) METER 500 232 11600033.1.6.7 150 Sq.mm.(XLPE) METER 1200 886 1063200
19 33.2 Supply of approved High-tension XLPE cable11kVgrade as per ISI standard 3 core Armouredwith Alu. Solid/ stranded conductor ISI MARKEDas required
20 33.3.2 Providing & Making cable end termination withHEAT SHRINKABLE jointing kit complete with allaccessories including lugs suitable for 33 kV/11kV 3 core XLPE alum. conductor cable asrequired as per specification and as per acceptedstandard complete.
Gland Size 45mm 3/3½ x 120 Sq.mm3½ x 95 Sq.mm3 x 150 Sq.mm.
EACH 8 115 920
Page 3/6
S. N.
SOR/ P.NO.
ITEM UNIT QTY. RATE AMOUNT
22 33.7 Supplying and fixing ferrules. (Aluminium in Lineconnector) As per IS specification suitable forfollowing size of cable with Aluminium stranded/solid conductor evenly cramped with highpressure tool including connection as requiredcomplete
33.7.1 For Conductor Size-33.7.1.1 2.5 to 6.00 Sq.mm EACH 600 2 120033.7.1.4 25.00 Sq.mm EACH 50 4 20033.7.1.1
0150.00 Sq.mm EACH 32 24 768
23 33.8 LUGS:-Supplying and fixing cramping type Alum. lugs asper ISS Specification suitable for following size ofcable with Alu./ Copper solid/ stranded conductorevenly cramped with high pressure tool andconnected to switch gear/ Bus/ MCCB/ MCB etc.as required complete. For Conductor Size-
33.8.1 6mm to 16 Sq.mm EACH 600 4 240033.8.2 25 Sq.mm EACH 50 5 25033.8.8 150 Sq.mm. EACH 120 34 4080
24 33.13 CABLE LAYING33.13.1 Laying of one number PVC insulated and PVC
sheathed power cable of 1.1kV grade of size notexceeding 25 Sq.mm direct in ground includingexcavation, sand cushioning, protective coveringand refilling the pit etc. as required.
METER 2000 102 204000
33.13.3 Laying of one number PVC Insulated and PVCsheathed power cable of 1.1kV grade of sizeexceeding 120 Sq mm but not exceeding 400Sq.mm direct in ground including excavation andcushioning protective covering and refilling thepit etc. as required.
METER 1000 109 109000
33.13.7 Laying of one number PVC insulated and PVCsheathed power cable of 1.1 kV grade of size notexceeding 25 Sq.mm in the existing RCC Hume/Stone/ Ware/ G.I. pipe as required.
METER 500 10 5000
33.13.8 Laying of one number PVC insulated and PVCsheathed power cable of 1.1 kV grade of sizeexceeding 25 Sq.mm but not exceeding 400 Sqmm in the existing RCC/ Hume Stoneware/ G.I.Pipe as required.
METER 300 13 3900
25 33.16 Fixing Route Marker with cement concrete 1:2:4(1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size) of size 60cm x60cm at the bottom and 50cm x 50cm at the topwith a thickness of 10cm including inspectionduly engraved as required.
EACH 50 86 4300
Page 4/6
S. N.
SOR/ P.NO.
ITEM UNIT QTY. RATE AMOUNT
26 33.17 Supplying Route Marker with 10x10cm GI Plate5mm thick with inspection thereon bolted /welded to 35x35x6mm angle iron 60cm long andfixing the same in ground as required.
EACH 50 61 3050
27 34.86 Supplying, installing, testing and commissioningof 11/0.4 KV 3 Phase 50 Cycle oil immersed,naturally cooled, out door type transformerconnected delta on HT side and star on LT sidehand operated off load, Tap changer switch,above 100 kVA rating and diagram plate, twoearthing terminal, lifting lugs, oil level gauge,drain valve with plug, temperature not exceeding50ºC on load, oil conservator with drain plug, oilfilling hole with plug dehydrating silica gelbreather, four unidirectional roller, arcing horns,explosion vent, terminal arrangement bushing onHV side and cable box on LV side, first filling ofoil upto desired level and transformer installingon existing structure with all required materialsarrangements as required as per IS specification.
34.86.2 Copper wound34.86.2.
3500 kVA EACH 1 712751 712751
28 34.87 Supplying installing and testing of AB isolatingswitch assembly set gang operated suitable for11/0.4 KV, DP structure with brass part contacts,operating rod with required GI pipe, handlelocking arrangement on On-Off positionconforming to IS complete with required materialand installing on existing structure to completethe job as required as per specification.
34.87.1 11 kV SET 1 6959 6959
29 34.88 Supplying, installing, testing of 11 KV DO fuseassembly with brass part contact for 11/0.4 KVDP Structure set of 3 with fuse with barrel withrequired fuse element & other materials as perspecification on existing DP structure as required. (set of 3 nos.)
34.88.1 11 kV SET 1 3983 3983
30 33.10 Supplying & installing GI Pipe for protection ofunderground cable fixed on Wall/ support/ intrench/ fixed between two rigid existing support ofwall/ beam for erection of ceiling Fan/ down rodfor stiff pendent for light luminaries/ fan/protective for earthing, lightening conductor downstrip/ overhead service line/ for submersible orcentrifugal pump for water supply with necessaryiron clamp coupler, bend, tee, elbow, nuts andbolts etc. complete in an approved manner asrequired to complete the job excluding cost ofexcavation/ dismantling & other finished masonryItem complete.
Page 5/6
S. N.
SOR/ P.NO.
ITEM UNIT QTY. RATE AMOUNT
33.10.2 For 'B' Class G.I. pipe ISI Marked (IS-1161-68)33.10.2.
240.00mm METER 100 223 22300
33.10.2.3
50.00mm METER 100 276 27600
33.10.2.6
100.00mm METER 100 629 62900
TOTAL FOR SOR ITEMS 3711084
NON SOR ITEMS1 Supplying fixing & testing of submersible motor
pump 10 HP Single phase 30 stage 140 mt Headsteel body ISI marked suitable for 150mm tubewell bore complete with automatic starter panelof approved make including lowering, testing etccomplete.
EACH 1 55402 55402
2 Supplying, installation, testing & commissioningof outdoor type LT Distribution box fabricatedfrom 16 swg CRCA MS sheet with 800 A TPNMCCB as incomer, busbars and 9 no. 100 A TPNMCCB & 1 no. 200 A MCCB & 1 no. 32 A TPNMCB on out going side of the transformer.
EACH 1 120000 120000
3 Supplying, installation, testing & commissioningof out door type switching unit fabricated from 16SWG CRCA MS Sheet. The unit shall be dust &vermin proof. The unit shall be provided with thefollowing.1 No. 32 A TPN MCB as incomer1 No. 32 A TP control contactor1 No. 0-24 Hrs. Timer8 No. 16 A SP MCB EACH 1 30000 30000TOTAL FOR NON SOR ITEMS 205402
TOTAL AMOUNT FOR EXTERNAL ELECTRIFICATION
RS. 3916486
Page 6/6
PART‐A CIVIL WORKS
S.No. Items Qty. Unit Rate Amount1 Surface dressing of ground incl.removing
vegetation and in ‐equalities Eacht exceeding 15
cm deep and disposal of rubbish lead upto 50 m
and lift upto 1.50 m .
[SOR I/2.1.1 P/23] 0.3 100sqm 803 240.9
Earth work in excavation by mechanical means
(Hydraulic Excavator)/manual means in
foundations, trenches or drains (Eacht
exceeding 1.5m in width or 10 sqm on plan)
including dressing of sides and ramming of
bottoms, lift upto 1.5m including getting out
the excavated soil and disposal of surplus
excavated soil as directed, within a lead of 50m
(Each extra lift is payable if work is done by
mechanical means).
All kinds of soil.
[SOR I/2.8.1 P/23] 54 cum. 131 7074
Excavation work by mechanical means (hydraulic
excavator/manual means in foundation trenches
or drains Eacht exceeding 1.5 meter in width or
10 sqm. on plan including dressing of sides and
ramming of bottoms lift upto 1.5 meter
including getting out the excavated solid and
disposal of surplus excavated soils as directed
within a lead of 50 meters.
Ordinary Rock
[SOR I/2.9.1 P/23] 16.1 cum. 216 3477.6
4 EXTRA for every excavating 16.1 cum 0 0
5 Filling available excavated earth (excluding
rock/ordinary rock) in trenches, plinth, sides of
foundations etc. in layers Eacht exceeding 20cm
in depth consolidating Each deposited layers by
ramming and watering, lead upto 50m and lift
upto 1.5m.
[SOR I/2.25 P/26] 54 cum 72 3888
6 Supplying and filling in plinth with crusher
stone dust /coarse sand under floors
including watering, ramming, consolidating in
layers Eacht exeeding 20 cm in depth and
dressing complete.
ABSTRACT ESTIMATE FOR THE CONSTUCTION OF ENTRANCE GATE AT
AADHARTAL JABALPUR
2
3
AADHARTAL JABALPUR
[SOR I/2.27 P/26] 10.8 cum 672 7257.6
7 Supplying and filling in plinth with hard
muram/hard copra under floors including
watering, ramming, consolidating and dressing
complete.
[SOR I/2.28 P/26] 20.6 cum. 471 9702.6
8 Providing and laying in position cement concrete
of specified grade excluding the cost of centering
and shuttering ‐ All work upto plinth level: With
40mm Eachminal size graded stone aggregate.
Eachminal mix 1 cement : 3 sand : 6 graded
stone aggregate M‐15
[SOR I/4.1.2.1 P/45] 1.85 cum. 4403 8145.55
9 Providing and laying in position specified grade
of reinforced cement concrete (with 20mm
Eachminal size graded stone aggregate)
excluding the cost of centering, shuttering,
finishing and reinforcement ‐ All work upto
plinth level.
M‐20 Grade concrete (20 MM N SIZE GRADED
STONE AGGREGATE )
[SOR I/5.1.1 P/65] 4.6 cum. 5091 23418.6
10 Reinforced cement concrete work (with 20mm
Eachminal size graded stone aggregate) in walls
(any thickness), including attached pilasters,
buttresses, plinth and string courses, filets,
columns, pillars, posts and struts suspended floor
roof slab, beams etc. upto floor two level
excluding cost of centering, shuttering,
finishing and reinforcement.
M‐20 Grade Concrete.
Ground Floor
[SOR I/5.2.1 P/65] 2.6
RCC SLOPING 0
2.6 cum. 5202 13525.2
11 Extra for RCC work above floor two levelfor Each
floor or part there of
SOR I/ 5.32 P/ 71 cum
FOR ITEM ‐12 FFL 43.21 cum 52.02 2247.7842
Reinforcement for RCC work including
straightening, cutting, bending, placing in
position and binding including cost of binding
wire upto floor two level including all wastage
etc. complete.
c) Thermo Mechanically Treated bars (TMT)
Upto Ground Floor
12
[SOR I/5.16 P/68] 2850 Kg. 62.9 179265
13 Centering and shuttering including strutting,
propping etc. and removal of form
for:Foundations, footings, bases of coloumns, etc
for concrete upto plinth level
[SOR I/5.9.1 P/66] 38 sqm 174 6612
13 B Centering and shuttering including strutting,
propping etc. and removal of form for: Walls (any
thickness) including attached pilaster
butteresses, plinth beams and string courses
etc. upto plinth level.
[SOR I/5.9.2 P/66] 78 sqm 267 20826
13 C Centering and shuttering including strutting,
propping etc. and removal of form for:
Suspended floors, roofs, landings, balconies and
access platform
[SOR I/5.9.3 P/66] 110 sqm. 264 29040
13 D Centering and shuttering including strutting,
propping etc. and removal of form for: Stairs
(excluding landing) except spiral staircases.
[SOR I/5.9.7 P/66] 28 sqm. 332 9296
14 Providing for plaster drip course/ groove in
plastered surface or moulding to RCC
projections.
15 [SOR I/5.24 P/69] 28 Mtr. 18.5 518
16 Brick work with well burnt open bhatta, crushing
strength Eacht less than 25 Kg/Sqcm and water
absorption Eacht more than 20% in foundation
and plinth including curing etc. complete.
Cement mortar 1:6 (1 cement : 6 sand).
[SOR I/6.5.2 P/85] 32.5 cum 4541 147582.5
17 Brick work with fly ash lime bricks (FALG bricks)
confirming to IS:12894 :2002in super structure
above plinth level upto floor II level in
Having 50 kg / sq cm Av compressive srength in
cement mortor 1:6
SOR I/6.7.3.1 P/86 5.5 cum 5039 27714.5
18 EXTRA for brick work in super structure above
floor level for Each addl. Floor or part thereof
respective items
a) First Floor 5.5 cum 92 506
22 Providing and fixing chicken mesh as per ISI
Specification and in the required with 50mm long
Bombay nails on vertical and horizontal junctions
of RCC and brick wall including scaffolding and all
lead and leads and lift etc. complete before
plastering upto 10 meter height.
[SOR I/13.27 P/247] 5.5 sqm. 62 341
23 Providing and fixing MS grills of required pattern
in frames of windows etc. with MS flats, square
or round bars etc. including priming coat with
approved steel primer all complete.
Fixed to steel windows by welding. 5.5 Kg. 91 500.5
[SOR I/9.43.1 P/140]
28 Providing and fixing factory made panel PVC door
shutter consisting of frame made out of MS
tubes of 19 gauge thickness and size of 19mm x
19mm for styles and 15x15mm for top and
bottom rails. MS frame shall have a coat of steel
primers of approved make and manufacture. MS
frame covered with 5mm thick heat moulded
PVC 'C' channel of size 30mm thickness, 70mm
width out of which 50mm shall be flat and
20mm shall be tapered in 45 degree angle on
both side forming
both side PVC sheet to be fitted in the MS frame
welded/sealed to the styles and rails with 7mm
(5mm + 2mm) thick x 15mm wide PVC sheet
beading on inner side, and joined together with
solvent cement adhesive. An additional 5mm
thick PVC strip of 20mm width is to be stuck on
the interior side of the 'C' channel using PVC
solvent adhesive etc. complete as per direction
of Engineer‐in‐Charge. Manufacturer's
specification and drawing..styles, and 5mm thick,
95mm wide PVC sheet out of which 75mm shall
be flat and 20mm shall be tapered in 45 degree
on the inner side to form top and bottom rail and
115mm wide PVC sheet out of which 75mm
shall be flat and 20mm shall be tapered on both
sides to form lock rail. Top, bottom and lock rails
shall be provided both side of the panel 10mm
(5mm x 2) thick, 20mm wide cross PVC sheet
be provided as gap insert for top rail and
bottom rail, paneling of 5mm thick 30mm thick
plain pre laminated PVC door shutters
[SOR I/9.168.2 P/164] 89.1
28.35
0 sqm. 3778 336619.8
Providing and fixing ISI marked stainless steel
tower bolt black finish (barrel type) with
necessary screws etc. complete.
30
200x100mm
[SOR I/9.66.2 P/143] 56 Each 93 5208
Providing and fixing IS:12817 marked stainless
steel butt hinges (heavy weight) with stainless
steel screws etc. complete.
100x60x2.50mm
[SOR I/9.74.2 P/144] 180 Each 60 10800
35 Providing and fixing alluminium work for
doors, windows, ventilators and partitions with
extruded built up standard tubular
sections/appropriate Z section and other sections
of approved make conforming to IS:733 and
IS:1285, fixed with dash fasteners of required
dia and size, including necessary filling up of
gaps at junctions i.e. at top, bottom and sides
with required EPDM rubber/neoprene gasket etc.
Alluminium sections shall be smooth, rust free,
straight, mitred and jointed mechanically
wherever required including cleat angle,
alluminium snap beading for glazing/panelling, CP
brass/stainless steel screws, all complete as
per architectural drawings and the directions of
Engineer‐in‐Charge (Glazing and panelling and
dash fasteners to be paid for separately)
For Fixed Portion
Powder coated alluminium (minimum thickness
of powder coating 50 micron).
[SOR I/21.1.1.2 P/362] 31 Kg. 377 11687
36 For shutters of doors, windows and ventilators
including providing and fixing hinges/pivots
and making provision for fixing of fittings
wherever required including the cost of PVC/
neoprene gasket required (fittings shall be paid
for separately).
Powder coated alluminium (minimum thickness
of powder coating 50 micron).
[SOR I/21.1.2.2 P/362] 31
7.5
38.5 Kg. 425 13175
37 Providing and fixing MS grills of required pattern
in frames of windows etc. with MS flats, square
or round bars etc. including priming coat with
approved steel primer all complete.
Fixed to steel windows by welding.
[SOR I/9.43.1 P/140] 265 Kg. 91 24115
33
38 Providing and laying flamed finish granite stone
flooring in required design and pattern, in linear
as well as curvilinear portions of the building all
complete as per the architectural drawings with
8mm thick stone slab over 20mm thick
(average) thick base of cement mortar 1:4 (1
cement : 4 sand) laid and jointed with cement
slurry and pointing with white cement slurry
admixed with pigment of matching shade
including rubbing, curing and polishing etc. al
complete as specified and as directed by Engineer‐
in‐Charge:
a) Flamed finish granite stone slab Jet Black,
Cherry Red, Elite Brown, Cat Eye or equivalent.
[SOR I/11.32 P/203] 18
0
18 sqm. 3663 65934
39 Kota stone slab flooring over 20mm (average)
thick base laid over and jointed with gray cement
slurry mixed with pigment to match the shade
of the slab including rubbing and polishing
complete with base of cement mortar 1:4 (1
cement : 4 sand). 25mm thick.
[SOR I/11.34.1 P/203] 7.5 sqm. 1043 7822.5
42 Providing and laying Ceramic glazed tiles
300x300mm or more (having thickness 6 to
7mm) of first quality conforming to IS:15622
of approved make in colours, such as White,
Ivory,
Gray, Fume Red Brown laid on 20mm thick bed of
cement mortar 1:4 (1 cement : 4 sand) including
pointing the joints with white cement and
matching pigments etc. complete.
[SOR I/11.45 P/204] 19.68 sqm. 718 14130.24
43 Providing and laying vitrified floor tiles in
different sizes with water absorptions less than
0.08% and conforming to IS:15622 of
approved Make in all colours and shades, laid on
20mm thick cement mortar 1:4 (1 cement : 4
sand) including grouting the joints with white
cement and matching pigments etc. complete.
Size of Tile 600x600x9‐10mm
[SOR I/11.53.2 P/205] 8.5 sqm. 894 7599
44 Providing and laying 60mm thick factory made
cement concrete interlocking paver block M‐30
grade made by block making machine with
strong vibratory compaction, of approved size,
design and shape laid in required colour and
pattern over and including 50mm thick
compacted bed of stone dust, filling the joints
with sand etc. all complete as per the direction
of Engineer‐in‐Charge.
[SOR I/11.75 P/210] 0 sqm. 586 0
45 12mm cement plaster of mix in cement mortar
1:6 (1 cement : 6 sand).
[SOR I/13.1.2 P/244] 28 sqm. 110 3080
46 20mm cement plaster of mix in cement mortar
1:6 (1 cement : 6 sand).
[SOR I/13.3.2 P/244] 181 sqm. 156 28236
48 Providing sand faced plaster upto 10 meter
height above ground level concrete or brick
masonry surfaces in two coats, base coat of
13mm thick in cement mortar 1:4 (1 cement : 4
sand), clearing the surface by combing it and
finishing coat of 8mm thick in mechanical
arrangement including cost of all material,
labour, and T&P including all lead lift, and
scaffolding etc. complete
[SOR I/13.13 P/245] 181 sqm. 314 56834
49 Distempering with oil bound washable
distemper of approved brand and manufacture
to give an even shade new work (two or more
coats) over and including priming coat with
cement primer.
[SOR I/13.47.1 P/249] 181
181
362 sqm. 60 10860
50 Providing and applying white cement based
putty of average thickness of 1mm, of approved
brand and manufacturer, Like Birla white/JK
white or equivalent, over the plastered wall
surface to prepare the surface even
and smooth including all cost of material,
labour and scaffold etc. in all position complete.
[SOR I/13.41 P/248]
181 sqm. 74 13394
52 Finishing walls with textured exterior paint of
38 Finishing walls with textured exterior paint of
required shade : New work (two or more coats
applied @ 3.28 Ltr/ 10 sqm over and including
priming coat of exterior primer applied @ 2.20 Kg/10
sqm).
[SOR I/13.54.1 P/250] 297.71 sqm. 132 39297.72
39 Providing sand faced plaster upto 10 meter height
above ground level concrete or brick masonry
surfaces in two coats, base coat of 13mm thick in
cement mortar 1:4 (1 cement : 4 sand), clearing the
surface by combing it and finishing coat of 8mm
thick in mechanical arrangement including cost of
all material, labour, and T&P including all lead lift,
and scaffolding etc. complete
[SOR I/13.13 P/245] 10 sqm. 314 3140
40 P/F ALUMINIUM
SOR I 21.1.2.1 P/ 60 Kg. 271 16260
41 COVER
SOR I/ P/ 2 Each 4937 9874
43 Painting with synthetic enamel paint of approved
brand and manufacture of required colour to give
an even shade. Two or more coats on new work
over an under coat of suitable shade with
ordinary paint of approved brand and
manufacture.
[SOR I/13.69.1 P/252] 4.28
4.28 sqm. 77 329.56
44 Providing and laying integral cement based
water proofing treatment including preparation of
surface as required for treatment of roofs,
balconies, terraces etc. consisting of following
operations:
a) Applying a slurry coat of neat cement using 2.75
Kg/sqm. of cement admixed with water proofing
compound confirming to IS:2645 and approved by
Engineer‐in‐Charge over the RCC slab including
adjoining walls upto 300mm height including
cleaning the surface before treatment.
b) Laying brick bats with mortar using broken
bricks/brick bats 25mm to 115mm size with 50%
cement mortar 1:5 (1 cement : 5 sand) admixed
with water proofing compound conforming to
IS:2645 and approved by Engineer‐in‐Charge over
20mm thick layer of cement mortar of mix 1:5 (1
cement : 5 coarse sand) admixed with water
proofing compound confirming to IS:2645 and
approved by Engineer‐in‐ Charge to required slope
and treating similarly the adjoining walls upto
300mm height including rounding of junctions walls
and slabs.
c) After two days of proper curing applying a second
coat of cement slurry using 2.75 Kg/sqm of
cement admixed with water proofing compound
conforming to IS:2645 and approved by Engineer‐
in‐ Charge.
d) Finishing the surface with 20mm thick jointless
cement mortar of mix 1:4 (1 cement : 4 sand)
admixed with water proofing compound
conforming to IS:2645 and approved by Engineer‐in‐
Charge including laying glass fiber cloth type‐II
grade‐1 tissue reinforced of approved quality in
top layer of plaster and finally finishing the surface
with trowel with neat cement slurry and making of
300 x 300mm square 3mm deep.
e) The whole terrace so finished shall be flooded
with water for a minimum period of two weeks for
curing and for final test. All the above operations to
be done in order and as directed and specified by
Engineer‐in‐Charge (with five years service
guarantee).
With average thickness of 120mm and minimum
thickness at khurra as 65mm.
[SOR I/22.7.1 P/373] 11.7 sqm 885 10354.5
45 Providing and fixing GI pipes complete with GI
fittings and clamps including cutting and making
good the walls etc.
Internal Work ‐ Exposed on wall.
B 25mm dia Eachminal bore
[SOR I/18.12.3 P/318] 10 Mtr. 263 2630
C 80m dia Eachminal bore
[SOR I/18.12.8P/318] 10 Mtr. 622 6220
1326467.84
SAY 13.27 LAC
Assistant Engineer Executive Engineer
MP Housing & Inf.Development MP Housing & Inf.DevelopmentBoard Sub Dn.Hathital Jabalpur Board Sub Dn.Hathital Jabalpur
ADDENDA The following amendments are made in the bid document uploaded on 6.1.2015 in reference to Project Re densification of 4700 Sqm land at Chhoti Omti Jabalpur.
1. Payment schedule on Page 12 & 13 Part II RFP document has been revised and attached as Enclosure 1.
2. External Electrification Works
i. On Page no 41 in schedule B Definitions SOR 3 means the schedule of Rates of Publc works department w.e.f 01.08.2014 (For External electrification).
ii. Annexure 2 Page 54 Valuation of Works item 4 shall be read as MPPWD SOR electrical works w.e.f 01.08.2014
iii. Revised estimate for External electrification works as per PWD SOR 2014 for Electrical works has been attached as Enclosure 2.
3. Revised estimate cost of construction of government facilities Rs 916.30 Lakhs
(Rupees Nine Hundred Sixteen Lakhs Thirty Thousands)as mentioned on page 4 Part III Drafte development agreement shall be read as Rs 949.16 Lakhs ( Nine Hundred Forty Nine Lakhs Sixteen Thousands Only)
4. On page no 5 Part III Draft Development agreement, Lease period ninety nine (99)
years shall be read as Thirty (30) years, extendable thereafter at the request of developer for a further period of thirty years.
5. “o” Escalation should be read as No Escalation on page no 44 clause 4.1.2 in part III Draft Development Agreement.
6. Last date for downloading the bid document shall be 18.02.15 and last date for bid
submission is 24.02.15
Enclosure 1
PAYMENT SCHEDULE
S.NO PURPOSE PAYMENT AMOUNT ACTIVITY
1 Cost of Bid Documents
Rs 25000.00 through DD in favor of Dy. Housing Commissioner MPHIDB payable at Jabalpur.(Non refundable)
At the time of official issue of Bid document.
2 Bid Security Rs 10.00 Lacs in shape of irrevocable Bank Guarantee issued by any scheduled bank as per format set out in RFP document of 1 year validity.
For opening of submitted Bid. BG shall be released for all bidders just after the signing of Development Agreement by successful bidder.
3 1. First Project Payment
10% of accepted Bid value in shape of DD in favor of Dy. Housing Commissioner MPHIDB payable at Jabalpur.
Execution of Development Agreement
2. Performance Security
10% of Bid value in shape of irrevocable Bank Guarantee issued by any scheduled bank as per format set out in RFP document of 4 years validity.
4 Intermediate project payments on completion of government facilities at Aadhartal.
Option I ( to be opted within 30 days of execution of development agreement) A Bank /guarantee of amount equal to the total estimated cost of government construction at Veterinary Campus Aadhartal Jabalpur issued by any scheduled Bank of 2 years validity. + Deposition of an amount equal to Bid value minus estimated cost of government construction at Veterinary Campus Aadhartal Jabalpur OR its part there of subject to minimum 50% of it.
Execution of Lease deed for whole project land i.e. 4700 sqm or proportionate part of it.
Option II Development and construction of government facilities at Veterinary campus Aadhartal jabalpur as per Milestones set out in Draft Development Agreement.
By valuation of development and construction on basis of rates stipulated in Valuation of Works Table set out in Draft Development Agreement
5 Final Payment1
After completion of prescribed Government facilities and their valuation, Deposition of an amount equal to [Bid value – (First project payment + Final valuation of completed government facilities at Aadhartal Jabalpur) + Penalty if any.
Lease deed execution of whole or balance land. Release of Bank guarantee except BG submitted against performance guarantee, which would be released after 3 months of defect liability period.
Bid value shall include following fees and supervision charges.
a. 6% MPH&IDB Supervision charges on cost of Government Facilities at Aadhartal campus.
b. 3.0% Architects Fees on of Cost of Government Facilities at Aadhartal campus. c. 3% MPH&IDB Consultant’s Success fees on difference amount of cost of construction works
and accepted bid value.
Fees in (a) & (b) above shall be recovered from First project payment mentioned in S.No 3 (1)
Fees in (c) above shall be recovered in following manner.
i. First 50 % from First project payment mentioned in S.No 3 (1)
ii. Balance 50 % at the time of final payment.
Note: In case of option II the successful bidder shall be entitled to get transfer of 4700 sqm land at
Chhoti Omti Jabalpur, either in full or part on pro rata basis after adjustment of valuation of government
construction.
1 In case final construction cost is less than estimated cost and the land is transferred based on Bank
Guarantee, the submitted bank Guarantee shall be released only after deposition of balance amount of bid.
1
Enclosure 2
ABSTRACT ESTIMATE
7 EXTERNAL ELECTRIFICATION WORK OF CHHOTI OMTI JABALPUR ( BASED ON PWD SOR 2014 )
S No. Particulars of item Qnty Unit Rate Amount in figure
1/42.2 P94
Supply of support for overhead line RS joist /'H' Beam of I.S. standard including drilling of required hole etc. Complete as required.
42.2.2 RSJ 175x85 mm 19.3 kg/mtr ( 9m long 6 Nos 54 Mtr 1275 68850
Supply of steel tubular pole swaged type as per IS:2713- 1980 Complete with base plate and top Canopy
42.3.10 410SP29-9m 50 No 13643 682150
3/42.13P96
Erection of RS Joist pole / 'H' Beam / steel tubular / steel rail pole of length 7 metres but not exceeding 10 metres in cement concrete 1:3:6 (1 cement : 3 core sand: 6 graded stone aggregate 40mm nominal size) base, foundation, muffing including excavation and back refilling etc. As required.
54 Each 3316 179064
4/42.14 P96
Erection of RS Joist pole / 'H' Beam / steel tubular / steel rail pole of length exceeding 10 metres but not exceeding 13 metres in cement concrete M-10 ( 1 cement: 3 core sand: 6 graded stone aggregate 40mm nominal size) base, foundation, muffing including excavation and back refilling etc. as required.
12 Each 4027 48324
5/42.36P99
Supply, fabrication and erection of Angle/Chanel/Flat iron fitting for over head line & sub-station etc such as 'D' bracket, cross arms, top clamp, 'V' cross arms, Back/Support clamps or other similar work etc. Including nut bolts of required size, making holes, fabrication, welding, cutting, etc. and painting with one coat of red oxide paint & two coat of aluminium paint as required as per specification.
2500 kg 80 200000
6/42.20P97
Supplying and erection of stay set complete (Galvanized) 19mm. Dia x 1.8 metre long stay rod anchor plate of size 300 mm x 300 mm x7.5mm, thimble, stay clamps, turn buckle (19mm dia x 600mm),7/4.00mm dia G.I. Stay wire etc. in cement concrete M-10 (1 Cement : 3 Coarse sand : 6 graded stone aggregate 40mm nominal size) foundation including excavation and refilling etc. as req.
12 Each 3906 46872
7/42.21 Supplying and erection of stay set complete (Galvanized) with 16mm dia x1.8 metre long stay anchor plate of size 200mm x 200mm x 6.0mm, thimble, stay clamps, turn buckle 19mmx600mm,
6 Each 3130 18780
2
7/3.15mm dia G.I. stay wire etc. In cement concrete M-10 (1 Cement : 3 Coarse and : 6 granded stone aggregate 40mm nominal size) foundation including excavation and refilling etc. as required.
8/42.47P100
Supplying and erection of 11kV (45 KN) Polymer disc insulator for 11kV overhead lines with galvanized insulator fittings, ball and socket type, and complete with galvanized strain clamp, bolts, nuts washer etc. as required.
24 Each 404 9696
9/42.46 P100
Supplying and erection of 11kV (5 KN) Polymer pin insulator complete with long steel head G.I. pin, nut, washer etc. As required. 33 Each 295 9735
10/42.30 P99
Supplying and erection of 75mm x 90mm shackle insulator with G.I. bolts, nuts and straps etc. as required.
24 Each 78 1872
11/42.5 P95
Supplying and drawing All Aluminum Alloy conductor (AAAC) of approved make confirming to IS 398-1979 Pt. IV, including binding at existing insulator, jointing, jumpering, tearing off, connecting etc. as required including clearing of obstacles (if any)
Supplying and drawing guard wire/earth wire/bearer wire 13mm2 (4mm. Dia) G.I. including stringing, binding at existing insulators or brackets, jointing, jumpering, connecting & cradle etc. as required and clearing of obstacles (if any)
1.5 km 14690 22035
13/42.11 P96
Supplying and erection of guards for existing overhead lines as required including split insulator required as per specification:
42.11.1 Cradle type 150 Each 25 3750
14/42.54 P101
Supplying and erection of single piece non linear resistor polymer type lighting arrestor (Set of 3 Nos) for 3 wire, 11kV overhead lines/sub-station with rated voltage of 9kV (rms) with a nominal discharge current rating of 10 KA and complete with galvanized clamping arrangement, G.I. bolts, nuts, washer etc. as required. 3 set 3643 10929
15/42.56 P101
Supplying installing, testing & commissioning of outdoor H.T., AB switch assembly set gang operated with brass contact parts, including required GI pipe operating rod, handle & locking arrangement on On-Off position conforming to IS complete with required material and installing on existing DP structure to complete the job as required as per specification.(Set of 3 nos.)
42.56.1 .11kv 400 Amp 4 set 6843 27372
16/42.57 P101
Supplying installing, testing & commissioning D.O. fuse assembly with brass part contact for 33 or 11/0.4 KV DP Structure set of 3 Nos. with fuse barrel i/c required fuse element & other materials as per specification on existing D.P. structure as required.
3
42.57.1 11kv DO 3 set 3275 9825 17/42.64
P102 Supplying, installing, testing and commissioning of 11/0.4 K.V. 3 Phase 50 Cycle oil immersed, naturally cooled, out door type transformer connected delta on H.T. side and star on L.T. side, hand operated off load Tap changer switch above 100 kVA, oil conservator with drain valve, plug 63 KVA and above, dehydrating silica gel breather on eye level, rating and diagram plate, two earthing terminal, lifting lugs, oil level gauge, drain valve with plug, temperature not exceeding 50ºC on load, oil filling hole with plug, fur unidirectional roller, arcing horns, explosion vent, terminal arrangement bushing on H.V. side and cable box on LV side, first filling of oil upto desired level and transformer installing on existing structure with all required materials arrangement as required as per IS specification. Marked ISI & 3 Star rating
42.64.1. Alluminium Wound
42.64.1.3 100 KVA 1 Each 200006 200006
42.64.1.4 200 KVA 2 Each 336138 672276 18/ 37.3 P69
Earthing with G.I. Earth plate 600mm X 600mm X 6mm thick including accessories and providing masonary encloser in cement mortor, cover plate having locking arrangement on the top and G.I. watering pipe 20mm dia 2.7 Metre long etc. (but without charcoal or coke and salt ) complete as required.
21 Each 2951 61971
19/ 37.5.1 P69
Add Extra for using salt and charcoal / coke for G.I. Plate or Copper plate earth electrode as required including excavation & refilling. 21 Each 1841 38661
20/37.8 P69
Supplying and laying 25mm X 5mm G.I. strip at 0.5 Metre below ground level as strip earth electrode including soldering etc. as required. 300 Mtr 95 28500
21/42.62 P 102
Supply, laying and fixing of G.I. earth coil of 4mm dia G.I. wire having 120 turns of nearly 50mm dia. and 3 mt. Long tail in existing pit duly earthed with pole etc complete as required as per specification. 18 Each 220 3960
22/41.1 P80
Supply of XLPE Insulated power cable (confir ming S-7098 Part-I ) 1100 Volt grade, 1 core /2 core /3½ core/4 core ISI MARKED with Alu. Stranded /solid conductor
41.1.8 3.5 core Armoured
41.1.8.4 Armoured cable 3.5 core70 sqmm 200 Metre 538 107600
41.1.8.7 Armoured cable 3.5 core150 sqmm 1200 Metre 1003 1203600
41.1.8.10
Armoured cable 3.5 core300 sqmm 30 Metre 1909 57270
41.1.10 4 core Armoured
41.1.10.3
Armoured cable 4 core 16 sqmm 2000 Metre 197 394000
Supply of approved High-Tension XLPE cable (conforming IS-7098/II/85 ) as per ISI standard 3 core Armoured with Alu. Solid/stranded conductor ISI MARKED as required
41.3.1. 3 CORE XLPE CABLE 11 KV GRADE
41.3.1.5 150 Sqmm 300 Metre 1537 401100
24/ 41.10 P86
Providing & Making cable end termination with HEAT SHRINKABLE jointing kit complete with all accessories including lugs suitable for 33 kV/11 kV 3 core XLPE alum. conductor cable as required as per specification and as per accepted standard including connection testing complete.
41.10.1.1
Heat shrinkable joint,kit 11 kV XLPE, 3 Core
c. 3 x 120-185 sq.mm 6 Each 13078 78468
25/ 41.5 P 83
Supplying and fixing heavy duty cable gland for P.V.C. insulated armoured cable with brass washer, Rubber ring complete erected with cable and lead connection etc. As per specification complete.
41.5.3 Gland size 28mm for 3/4 x 16 Sq.mm 100 Each 70 7000
41.5.5 Gland size 38mm 3½ x 70 Sq.mm, 3x95 Sq.mm 6 Each 115 690
18.2.7 Gland Size 50 mm 3½ x 150 Sq.mm, 3 x 185 Sq.mm
12 Each 177 2124
18.2.9 Gland Size 70mm 3 x 240 Sq.mm, 3½ x 300 Sq.mm
2 Each 333 666
26/41.7 P 84
Supplying and fixing cramping type Alum. lugs as per I.S.S. Specification suitable for following size of cable with Alu. /Copper solid/stranded conductor evently cramped with high/pressure tool and connected to switch gear/Bus/M.C.C.B./ M.C.B. etc. as required complete.
41.7.1 . 6mm to 16 Sq.mm 250 Each 2 500
41.7.5 70 Sq.mm 100 Each 11 1100
41.7.8 150 Sq.mm 30 Each 30 900
14.7.11 300 Sq.mm 16 Each 72 1152
27/41.12 P88
Suppying & installing G.I. Pipe for protection of underground cable fixed on wall/support/in trench/fixed between two rigid existing support of wall/beam for erection of ceiling Fan/down rod for stiff pendent for light luminaries /fan/protective for earthing, lightening conductor down strip/overhead service line/for submersible cable or centrifugal pump for water supply with necessary iron clamp coupler, bend, tee, elbow, nuts and bolts etc. complete in an approved manner as required to complete excluding cost of excavation/dismentalling & other finshed masonary Item complete.
5
41.12.1 For 'B' Class pipe ISI Marked (IS-1161-68)
41.12.1.5 40.00mm 150 Metre 351 52650
41.12.1.6 50.00mm 250 Metre 465 116250
41.12.1.8
80.00mm 200 Metre 761 152200
41.12.1.9
100.00mm 100 Metre 1070 107000
28/41.15 P89
Laying of one number armoured /unarmoured grade of size not exceeding 25 Sq.mm direct in ground including power cable 1.1kV excavation in all soil / murrum / soft rock, sand cushioining, protective covering and refilling the pit etc. as required.
1800 Metre 202 363600
29/41.16 P89
Laying of one number armoured / unarmoured power cable 1.1.kV grade of size exceeding 25Sq.mm but not exceeding 120 Sq.mm direct in ground including excavation in all soil / murrum / soft rock, sand cushioing, protective covering and refilling the pit etc. as required.
200 Metre 211 42200
30/41.17 P89
Laying of one number armoured / unarmoured cable 1.1.kV grade of size exceeding 120 Sq mm but not exceeding 400 Sq.mm direct in ground including excavation in all soil / murrum / soft rock, and sand
1000 Metre 229 229000
31/ 42.84 P105
Supplying & drawing / laying of PVC insulated XLPE Aerial bunch power cable conductor H2/H4 grade Aluminium Solid/stranded confirming to IS-14255- 1995, Alu. Alloy insulated messenger 1100 volts grade cable of approved make in Air with necessary material as per specification of required size as mentioned below –
42.85.2 (ii) Single Core cable( Insulated neutral messenger
Supply & fixing anti climbing device with 2 ply G.I. barbed wire 1 Kg. per pole complete as per specification.
12 Each 126 1512
33/42.6.3 P102
Supplying and fixing 33/11/0.4 KV enamel coated danger board size 200x250mm with clamp on existing HT/LT structure / poles.
12 Each 148 1776
34/42.12 P96
Supplying and erection of water tight terminal box made of 16 SWG M.S. Sheet (1.6mm thick) i/c rubber gasket of required size suitable for kit kat/ MCB/ Switch including 2 Nos. pole clamp of M.S. flat iron size 32x3mm, nut and bolts, 4 Pole epoxy connector nut & bolt type, 30Amp., 500Volt. The box shall be powder coated. Excluding the cost of the Kit Kat/MCB/Switch complete as per specification.
42.12.2 30x20x10 cm 50 each 971 48550 35/41.46 P 92
Excavation of the trenches in Hard Rock not exceeding 1.5 metre in width and lift upto 1.5 metre including getting outthe excavated metal and disposal of surplus excavated soil/metal as directed within the lead of 50 metre (without blasting)
150 cum 506 73900
6
36/ 31.9 P 54
Supplying ,fixing and testing of approved make of H.PSV/MH side road lighting/ main road lighting lantern consisting of single piece cast aluminium housing complete with all accessories suitable for tubular 70W /15OW /250W/HPSV / HPMH lamp pot type high purity electromechanically brightened anodized aluminium reflector/ with ripples embossing above the lamp, lamp holder, clear toughend glass cover & 3/5 stainless steel toggle, ignitor & ballast, condensor (without lamp) i/c fixing with 32/38 mm dia G.I. pipe Light 'A' class of required length upto 2 mtr. for mounting on wall/existing pole/on existing "D" bracket i/c bending the pipe to required shape and connections, i/c all material as required & suitable for:
31.9.2 150 Watt 50 each 7217 360850
37/ 29.20 P 47
Supplying,Fixing and Testing of SV lamp SON-T (tubularclear type) ISI marked of approved make as required as per specification
29.20.2 150watt 50 each 570 28500
38/ 41.53 P 93
Supply & Fixing Cable Route Marker round / square size 100mm, 5mm. Thick, G.I. Plate duly bolted/welded on 35mm x 35mm x 5mm angle iron 60cm long including excavation, grouting in cement concrete 1:2:4 (1cement and 2 coarse sand :4 graded stone aggregate 20mm nominal size) foundation of size 20cm x 20cm x 30cm duly embedded in ground 30cm depth or as required.
75 each 250 18750
39 /39.2 P 77
Supplying & Installation of required capacity of Three phase, 50 Hz,415V, deep well submersible pump Steel body, as per IS of approved Make, suitable for 6 " tube well with Control Panel Starter suitable for Submersible pump with dry run protection, single phase preventer, connections, including clamps, bore cap etc. as required as per specifications but excluding Pipe and connection cable
39.2.4.1 10 H.P. with 16 stages, Head Mt 147-64, Discharge LPM 60-270t
1 each 68956 68956
40/39.3 P 77
Supplying and laying of submersible flat cable ISI marked 3 core copper wire of suitable size with proper clamping of approved make.
39.3.1.3 6 sqmm 250 Metre 274 68500
41/42.89 P106
Supplying & fixing of Spring loaded bus bar screw less connector with enclosure of approved make including required clamps, nut, bolt, connection, testing as per specification to complete the job.
42.89.2 Three Phase
42.89.2.3
3phase, 1 in and 4 out going 6 each 8334 50004
42/42.86 P 106
Supplying & fixing of Aerial bunch cable accessories suspension clamps i/c required attachment for single core cable of approved make on pole with clamp, necessary material as per specification for required size.
6 each 343 2058
43/ Supplying & fixing of Aerial bunch cable 4 each 371 1484
7
42.87 P106
accessories Tension clamps(Dead end) i/c required attachment for single core cable of approved make in Air with clamp, necessary material as per specification for required size.
44/42.88 P106
Supplying & fixing of waterproof Insulation Piercing connector for Aerial bunch cable i/c required attachment for single core cable of approved make in Air with necessary material as per specification of required size as mentioned below –
42.88.1 Main: 16-95sq.mm, Tap: 1.5-50sq.mm 30 each 123 3690
AT PAR SOR PWD 2014 TOTAL 7010780
S No. Particulars of item Qty Unit Rate Amount in figure
1 Providing and fixing outdoor type pole mounting weather, dust and vermin proof LT distribution box made of 14 gauge MS sheet with clamping arrangements, lockable hinged door duly painted on all sides, two with red oxide after antirust and corrosion treatment coats of synthetic enamel paints of approved make and shade, consisting of following fittings:
A For 200 KVA Transformer
a) 315A 35KA breaking capacity TP MCCB with neutral link for incoming - 1No.
b) 4 strip aluminium bus bar 400Amps supported on epoxy insulators - Set.
c) 160/200Amps, 415Volts DMC cutout with base for outgoing feeder with 160/200 Amp HRC fuses - 9 Nos.
d) GI earth terminals - 2 Nos.
e) 6 Lever Godrej Padlock with 3 keys - 1 No.
f) Light point with switch and lamp holder with lamp - 1 No.
2 each 41883 83766
B For 100 KVA Transformer
a) 200A 16KA breaking capacity TP MCCB with neutral link for incoming - 1No.
b) 4 strip aluminium bus bar 300Amps supported on epoxy insulators - Set.
c) 100/125Amps, 415Volts DMC cutout with base for outgoing feeder with 100/125 Amp HRC fuses - 9 Nos.
d) GI earth terminals - 2 Nos.
e) 6 Lever Godrej Padlock with 3 keys - 1 No.
f) Light point with switch and lamp holder with lamp - 1 No.
1 each 22124 22124
2 Supplying and installing totally enclosed 3 phase meter box of suitable pattern as per MPSEB requirement, fabricated with 16 SWG MS sheet duly painted with 2 coats of red oxide primer and 2 coats of synthetic enamel paint, suitable space to accommodate LPR type LT meter with CT's / HT trivector meter providing required mounting plate / strip for energy meter, TTB and CT's, glass window for meter reading,
8
incommong/outgoing cable, connection with proper size of lugs, earthing terminal etc. complete with all materials including providing, installing, testing/calibration from MPSEB (testing/calibration charges of meter and CT's will be born by Ajency) and connecting the following meter.
CT operated 3 phase four wire, 0.5 accuracy class LT DTR energy meter with LPR feature including GSM, modem etc. with 4 nos. resin moulded 100/5 or 200/5 or 300/5 ratio LT CT.