madhya pradesh housing & infrastructure...

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

same day at 3.30 pm.

SK SUMAN

Dy Housing Commissioner

MP Housing & Infrastructure Development Board

Circle Jabalpur

http://www.mphousing.in/

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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 – I Request for Qualification (RFQ)

Issued to

Issued Date

Cost of Bid Document Rs 25000.00 ( Rupees Twenty Five Thousands Only)

Demand Draft No-------------------------------- Date -----------------------------

Drawn on Bank

(January 2015)

Deputy Housing Commissioner

Madhya Pradesh Housing & infrastructure Development Board

Circle Jabalpur Madhya Pradesh

Development of 4700 sqm. Land belonging to Veterinary Department GoMP at Chhoti Omti Jabalpur

January 6, 2015

1

Madhya Pradesh Housing & Infrastructure Development Board

Disclaimer

The information contained in the request for Qualification (RFQ) document or subsequent instructions

whether verbal or documentary by or on behalf of Madhya Pradesh Housing & Infrastructure

Development Board Government of Madhya Pradesh, their representatives, employees or advisors is

provided to applications 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 RFQ document is not an agreement and is not an offer or invitation by MPHIDB representatives to

any other party. The purpose of this RFQ document is to provide interested parties with information to

assist the formulation of their Application for Qualification (AFQ). The RFQ Document does not purport to

contain all the information each applicant may require. This RFQ Document may not be appropriate for

all persons, and it is not possible for MPHIDB representatives, their employees or advisors to consider the

investment objectives, financial situations and particular needs of each party who reads or uses this RFQ

document. Certain applicant may have batter knowledge of the proposed project than others. Each

applicant is advised to conduct its own investigation and analysis, and should check the accuracy,

reliability and completeness of the information in this RFQ document, and obtain independent advice

from appropriate sources. The MPHIDB 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 RFQ document.

The MPHIDB representatives may in their absolute discretion, but without being under any obligation to

do so, update, amend or supplement the information in this RFQ document.


January 6, 2015

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OFFICE OF THE DEPUTY HOUSING COMMISSIONER

MP HOUSING & INFRASTRUCTURE DEVELOPMENT BOARD

CIRCLE JABALPUR

Name of Work

Name of Applicant ( Sold To)

Details of applicant

Signature:

INDEX

S.NO CONTENTS PAGE NO

1 Introduction 3

2 Instructions to applicants 4

3 Criteria for evaluation 11

4 Schedule of Bidding Process 12

Appendix

1 Format for letter of Application 13

2 Format for Power of Attorney for signing of application 15

3 Format for details of Applicant 16

4 Format for Financial capability of Applicant 17

5 Format for Technical capability of Applicant 17

6 Format for affidavit certifying that Business Entity/ Promoters/ Directors(s) of Entity are not Blacklisted/ Barred.

18

7 Site Layouts

Annexure 1A Veterinary Campus Aadhartal Jabalpur (Part 2)

Annexure 1B 4700 sqm land at Chhoti Omti Jabalpur (Part 1)


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S E C T I O N 1

Introduction

1.1 Historical Background 1.1.1. Jabalpur is one of the major cities of State Of Madhya Pradesh and is famous for its Anglo

Indian Architecture. The City is centrally located and River Narmada life line of Madhya

Pradesh passes through the city.

1.1.2. High Court of Madhya Pradesh State is established in Jabalpur and the city is thriving on

with steep commercial growth in recent years.

1.1.3. Jabalpur is headquarters of West Central Railways. It is a major railway junction

connecting East & West. The city is well connected by Road also. Longest national

Highway NH& runs through the city.

1.1.4. Jabalpur has a variety of industries largely based in mineral substances of economic value

found in the district. Important industries in Jabalpur are Garments, Electrical goods,

Building materials, glass ware, IT Products, Steel structures, Tobacco Products, Education

& Consultancy, Furniture, food stuffs etc.

1.1.5. The city of Jabalpur carries with itself tremendous tourist value as tourist destination.

Bheraghat marble rock formations and Kanha national park are important tourist

attractions.

1.1.6. Jabalpur Division is the largest forest division of Madhya Pradesh state is famous for its

forest cover with 30% of its land under forests. Countries 13.0 5 forests belong to

Madhya Pradesh. Jabalpur Division is the largest forest division in the state and caters to

large number of food processing industries along with minor forestry produces.

1.1.7. MPHIDB a Government of Madhya Pradesh Undertaking has identified 4700 sqm of

Government land at Chhoti Omti Jabalpur for redevelopment under re densification

scheme of the Housing & Environment Department GoMP. As per the decision of

empowered committee for the aforesaid scheme, the site comprises of two parts. Part 1

admeasuring 4700 sq m is proposed for commercial development and part 2 Veterinary

Campus at Aadhartal Jabalpur admeasuring 2.42 acres is proposed for construction of

Joint Director Office, Other buildings and staff quarters, besides commensurate

infrastructure facilities such as roads, water supply, sewage network, electricity, parks

etc. (Site Plan Enclosed)

1.1.8. Part1 of the site is proposed to be build out on a 30 years lease while part 2 of the site is

expected to be constructed and handed back to GoMP on completion of construction.

The project is expected to be developed under a concession cum lease structure.

1.1.9. Annual lease rent would not be payable to GoMP/MPHB for the purpose of this

concession cum lease.


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1.1.10. GoMP shall possession of Site Part 1 free of encumbrances to the selected private sector

partner. The Site part 1 is admeasuring 4700 sqm having polyclinic building and other old

abandoned structures.

1.1.11. MPHIDB would like to develop Site part1 as a commercial area with emphasize on

providing public facilities in the area in partnership with a suitably identified investor

(Referred as the Project/ Development of 4700 sqm land at Chhoti Omti Jabalpur.)

selected through an open transparent competitive bid process.

1.1.12. The selected investor would be required to mobilize finances, design, construct and

maintain the project in terms of the specifications set out by MPHIDB and under other

applicable laws/ by laws governing such development. Certain mandatory facilities

including but not limited in part2 land are prescribed by the MPHIDB to be constructed in

the bid document, which the investor will have to strictly adhere to.

1.1.13. MPHIDB now invites applications from reputed Real Estate developers and other

interested parties to develop the Site under Concession cum Lease structure.

1.1.14. An agreement for development, operation, management, financing of the project

(Development agreement) with development milestones clearly set out in the agreement

is expected to be executed between GoMP and successful bidder.

1.1.15. A draft development agreement will be provided to the qualified applicants as a part of

Request for Proposal (RFP) Document.

1.2 Brief Description of bidding process

1.2.1 MPHIDB intends to follow a process for selection of developer for the Project.

The first Stage of process involves Qualification of interested parties (The

Applicants).

1.2.2 At qualification stage applicants would be require to furnish the information as

specified in this RFQ Document.

1.2.3 This RFQ Document deals with the (Qualification Stage) and at the end of this

stage MPHIDB shall announce names of suitable shortlisted candidates (Qualified

Applicants). The proposal for the Project in accordance with Request for Proposal

(RFP) document submitted by qualified applicants shall only be opened

1.2.4 During proposal stage qualified applicants (Bidders) would be expected to

examine the project in further detail, and to carry out their due diligence as may

be required to submit proposal for implementation of the Project.


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1.3 Contents of Document The RFQ document comprises of the contents as listed below and would additionally include any Addenda

issued in accordance with clause 2.9

Request for Qualification

Section 1 Introduction

Section 2 Instructions to Applicants

Section 3 Criteria for Evaluation

Section 4 Schedule of Bidding Process

Appendices

1 Format for letter of Application

2 Format for Power of Attorney for signing of application

3 Format for details of Applicant

4 Format for financial capability of Applicant

5 Format for Technical capability of Applicant

6 Format for affidavit certifying that Business Entity/ Promoters/ Directors(s) of Entity are not Blacklisted/ Barred.

7 Site Layout

Annexure 1A Veterinary Campus Aadhartal Jabalpur (Part 2)

Annexure 1B 4700 sqm land at Chhoti Omti Jabalpur (Part 1)


January 6, 2015

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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.


January 6, 2015

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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.

http://www.mphousing.in/


January 6, 2015

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2.7.3 The application and its copy shall be typed or written in indelible ink and the applicant shall initial

each page. All the alterations, omissions, additions, or any other amendments made to the application

shall be initialed by the person/s signing the application.

2.7.4 The applicant shall seal the original and copy of the application in separate envelops, dully marking

envelops as “ORIGINAL” & “COPY”. The envelopes shall than be sealed in outer envelope.

2.7.5 Each envelop shall contain the following

i. Letter of application

ii. Power of attorney for signing of the application.

iii. Details of applicant

iv. Financial capability of applicant.

v. Technical Capability of applicant

vi. Bank draft towards the cost of document.

vii. Proof of registration of the applicant.

viii. Experience of the applicant

ix. Format for affidavit certifying that Business Entity/ Promoters/ Director(s) of Business Entity are

not Blacklisted/ Barred.

The envelops and the outer envelope shall clearly bear the following identification

Application for Qualification: 4700 sqm land at Chhoti Omti Jabalpur.

“To be opened by tender opening committee only.”

And

“Submitted By

Name, Address and Contact Phone no of the Applicant”

2.7.6 The envelop shall be addressed to

Deputy housing commissioner

MPHIDB Circle Jabalpur

Hathital Jabalpur

2.7.7 If the envelop is not sealed and marked as instructed above, MPHIDB assumes no responsibility for

the misplacement or premature opening of the contents of the Application submitted and such

applications may at the sole discretion of MPHIDB be rejected.


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2.8 Application Due Date Applications should be submitted before 1700 Hrs IST on the application due date mentioned in the

schedule of Bidding process, to the address provided in clause 2.7.6, in the manner and form as detailed

in this document. Applicants submitted by either facsimile operation transmission or telex will not be

acceptable.

MPHIDB in exceptional circumstances and at its sole discretion, extend the application due date by issuing

an Addendum in accordance with clause 2.6 uniformly for all Applicants.

2.9 Late applications MPHIDB shall not accept any application received after the application due date. Any such application

received after the application due date shall be summarily rejected and returned unopened.

2.10 Evaluation of Application 2.10.1 MPHIDB would open the applications only on any working date after the application due date for

the purpose of evaluation.

2.10.2 MPHIDB would subsequently examine and evaluate applications in accordance with the criteria set

out in section 3.

2.10.3 To assist the examination, evaluation and comparison of applications MPHIDB may utilize the

services of consultant/s or advisors/s.



ii. The applicant does not respond promptly or diligently to requests for supplemental information’s

required for the evaluation of the application/ proposal.

2.11 Confidentiality Information relating to examination, clarification, evaluation and recommendation for the short listed

applicants shall not be disclosed to any person not officially concerned with the process. MPHIDB will

treat all information submitted as part of application in confidence and would require all those who have

access to such material to treat the same in confidence.

MPHIDB will not divulge any such information unless it is ordered to do so by any authority pursuant to

any applicable law or order of a competent court or tribunal which requires its disclosure.


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2.12 Clarifications To facilitate evaluation of applications MPHIDB, may at its, sole discretion, seek clarify in writing from any

applicant regarding its application.

2.13 Qualification and Notification

After the evaluation of applications MPHIDB would announce a list of qualified applicants who meet the

qualification criteria. At the same time MPHIDB would notify the other applicants that their applications

have been unsuccessful.

The proposal in the form and manner to be set out in RFP document of qualified applicant would then be

opened on due date.


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S E C T I O N 3

Criteria for Evaluation

3.1 Applicant’s Competence 3.1.1 The applicants competence and compatibility is proposed to be established by the following

parameters

a. Experience of applicant

b. Financial capability in terms of

i. Net worth

ii. Annual Turnover

3.1.2 On each of these parameters, the applicant would be required to meet the evaluation criteria as

detailed in this section. Any applicant meeting all the criteria’s shall be qualified for opening of RFP

proposal.

3.2 Eligibility Criteria

3.2.1 Financial capability

i. Net worth of the applicant entity should be minimum of Rupees Ten Crores in the audited

balance sheet of FY 2013-14

ii. Minimum average annual turnover of applicant as per audited balance sheet for last three years

i.e. for the period FY 2011-12 to FY 2013-14 should not be less than Rupees Ten Crores.

3.2.2 Technical Experience of applicant

Applicant should have completed one construction project of building works (other than Road but

including development works) amounting not less than Ten Crores in last Five years i.e. (2009-2014)


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S E C T I O N 4

MPHIDB would Endeavour to adhere to the following schedule.

S.no Activity Date Time

1 Publication of Advertisement in News papers 02.01.2015

2 Issue of application form cum Bid document through downloading from MPHIDB Site www.,mphousing.in

06.01.2015 15.30 Hrs

3 Pre bid Meeting at MPHIDB Office Circle Jabalpur

21.01.2015 11.30 Hrs

4 Last date of Submission of completed application forms

17 .02.2015 5.00 pm


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Appendix 1

Format for letter of application

[On the letterhead of applicant]

To


MPHIDB

Circle Jabalpur

Hathital

Jabalpur.

Subject.: Bid 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 Lease of Land 4700.00 sqm for Construction &

Development at Chhoti Omti Jabalpur.

Dear Sir,

In response to the RFP issued to ……..........................................................…...…. (Name of the

applicant) by M.P. Housing Board, we are pleased to submit our detailed proposal for

participation in the above-mentioned project.

MPHIDB and its representative is hereby authorized to conduct any inquiry or investigation or

seek any clarification or verify any statement, document and information submitted along with

this document in connection with banks/financial institutions. We are ready to furnish a letter

authorizing MPHIDB to inspect the same if required.

We do hereby confirm that:

1. We have the necessary authority and approval to submit the financial proposal and the letter of

application.

2. The information/data contained in the bid and/or submitted separately as a part of the other

information is complete, true and correct to the best our knowledge.

3. We continue to be eligible to submit the letter of application and there is no litigation/debarment,

current or pending against us which, if adversely decided, shall have significant impact on our

ability to participate in the project.

4. We accept all the terms and conditions as listed in the RFP and we are willing to abide by them.


January 6, 2015

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5. Our offer is valid for 180 days from the due date for submission of RFP. MPHIDB may seek any

further extension of validity period from us.

6. The following documents have been filled and submitted:

(a) Mandatory information for qualification. (b) Financial Proposal.

7. We have enclosed the earnest money deposit vide account payee demand draft bearing number

______ dated …….….. amounting to Rs 1,05,000.00 drawn on ________________ (Name of

Scheduled Bank.) and payable on its local branch………… in favor of Executive Engineer, M.P.

Housing Board Jabalpur Division (Details of applicant is given on the back of DD)

8. The following persons may be contacted for any information/clarification from us relating to this

project.

Name

Address Mobile & Telephone No.

Fax No. E-mail Address

9. A notice or letter of communication addressed to us at the address given in the bid, even by

ordinary post shall be deemed to be valid as proper notice of information to us.

10. We confirm that we have read and understood the terms and conditions of lease deed, inspected

the physical infrastructure available on the site, plans and specifications of land and offer our

acceptance to execute the project as per the terms and conditions contained in this document.

11. We confirm that the letter has been duly signed by the authorized signatory on behalf of the

applicant. Power of attorney in favor of authorized signatory is also furnished in Annexure-1 of

RFQ.

Authorized Signatory

Name

Designation

Place

Date


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Appendix 2

Format for Power of attorney for signing of Application [On a stamp paper of relevant value]

Power of Attorney

Know all men by these presents, we ------------------------------------------------------------------- 9name and

address of the registered office) do hereby constitute, appoint and authorize Mr./ Ms. -------------------------

-------------------------- (name and residential address) who is presently employed with us and holding the

position of ---------------------------------------------- as our attorney, to do in our name and on our behalf, all

such acts, deeds, and things necessary in connection with or incidental to our bid for the project

envisaging development of 4700 sqm land belonging to Department of Veterinary Chhoti Omti Jabalpur,

including signing and submission of all documents and providing information / responses to Madhya

Pradesh Housing & Infrastructure development Board (MPHIDB) representing us in all matters before

MPHIDB and generally dealing with MPHIDB all matters in connection with our bid for the said project.

We hereby agree to ratify all acts, deeds and things lawfully done by our said attorney pursuant this

Power of Attorney and that all acts, deeds and things done by our aforesaid attorney shall and shall

always be deemed to have been done by us.

For ---------------------------------------------

Signature

(Name, Title and Address)

Accepted

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

Signature

(Name, Title and Address of Attorney)


January 6, 2015

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Appendix 3

Format for Details of Applicant

1

a Name

B Country of incorporation / registration

C Address of the registered office, corporate head quarters, and its branch office(s), if any, in India

D Date of incorporation and/or commencement of business.

2 Brief description of the Applicant including details of its main lines of business and proposed role and responsibilities in this project.

3 Details of individuals who will serve as the point of contact/ communication with MPHIDB.

a Name

b Designation

c Company

d Address

e Telephone Number

f E mail Address

g Fax Number

h Mobile Number

4 Name, Designation, Address and phone numbers of authorized signatory of the Applicant.

a Name

b Designation

c Company

d Address

e Telephone Number

f E mail Address

g Fax Number

h Mobile Number


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Appendix 4

Format for Financial Capability of applicant (Equivalent in Rs Lacs)

Qualification as per clause 3.2.1

Applicant Net Worth Annual Turnover

FY 2013-14 FY 2011-12 FY 2012-13 FY 2013-14 Average

Name of Applicant

Signature of Authorized person

Name

Seal

Date

CERTIFICATE

Certified that above details are based on audited financial statement and are correct.

Chartered accountant

Membership No

Appendix 5

Format for Technical Capability of applicant Qualification as per clause 3.2.2

S.No Name of Project Location Name of client

Contract value in Rs Lacs

Month/ Year of commencement

Month/ Year of completion

1

Signature of Authorized person

Name

Seal

Date


January 6, 2015

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Appendix 6

Format for Affidavit certifying that Entity/ promoter(s)/ director(s) of

Entity are not blacklisted [On a stamp paper of relevant value]

Anti Blacklisting Affidavit

I M/s -------------------------------------- (Sole Applicant), ---------------------------- (the names and

addresses of registered office) hereby certify and confirm that we or any of our promoters/

directors are not barred by MPHIDB / any other entity of GoMP or blacklisted by any State

government or Central government/ department/ agency in India from participating in

Project9s0 either individually or as a member of consortium as on ------------------- (application

due date)

We further confirm that we are aware that as per clause 2.7.2, our application for the captioned

project would be liable for rejection in case any material representation is made or discovered

with regard to requirements of clause 2.2.4 at any stage of the Bidding Process or thereafter

during the agreement period.

Dated this ------------------------ Day of ------------------------------- 20-----

Name of the Bidder

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

Signature of authorized person

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

Name of Authorized person

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



Bid Document For




Part – II Request for Proposal (RFP)

(January 2015)





January 6, 2015

1


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


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.



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


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

……………………………………….


…………………………………………..


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

……………………………………….


…………………………………………..



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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,



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

as mentioned below:

Bid Amount

Rs. _________________(Rupees_________________________________

____________________( 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

……………………………………….


…………………………………………..


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.


January 6, 2015

22


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.


January 6, 2015

23


Format of acknowledgement of letter of acceptance

Date: (Within one week of date of LOA)

To,



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

……………………………………….


…………………………………………..


Notes:

i. On the letterhead of the bidder.


January 6, 2015

24


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. …………………………………………………..


January 6, 2015

25


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


January 6, 2015

26


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 .............................



Bid Document For




Part – III Draft Development Agreement

(January 2015)




Development of 4700 sqm. Land belonging to Veterinary Department GoMP at Chhoti Omti Jabalpur January 6, 2015

1


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.


5


“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.


6


“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.


7


“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.


8


“Realty Area Infrastructure Facilities” means and includes the facilities required to be constructed, built, installed, erected or provided by the Developer on the Realty Facilities Area in accordance with the terms of this agreement and includes the Utility Facilities, as set out in Schedule 4 to this agreement. “Realty Facilities” means all facilities, services, utilities and all assets comprised therein, as detailed in Schedule 4, which the Developer may build, provide, develop, modify, demolish after or procure within the Realty Facilities Area for the better commercial utilization of the project site in accordance with the terms of this agreement, Applicable Laws, Applicable Permits and consistent with Good Industry Practice. “Realty Facilities Area” means the area of the Project Site, admeasuring 4700 Sqm. commercial land at Chhoti Gomti Jabalpur, more particularly described in Schedule 1 and with boundaries thereof, for greater clearness and delineated on the plan with blue colour in Schedule 1. “Rs.” Or “Rupees” means the lawful currency of the Republic of India. “Substitution Agreement” shall mean the agreement to be entered into among the Developer, GoMP and the Lenders in the form set forth in Schedule providing, interalia, for the substitution of the Developer subject to and accordance with the provisions of this agreement and the Substitution Agreements. “Structures” means the physical works engineered, procured and constructed a result of the work being performed, in relation to Realty Facilities, and in accordance with the terms of this agreement. “Taking over Date” means the date specified in the Termination Notice as the date on which Termination occurs. “Taxes” means any Indian taxes on corporate income, Sales Tax, Excise duties, Customs duties and local taxes and any impost of like nature (whether Central, State or local) charged, levied or imposed on the goods, materials, equipments and services incorporated in and forming part of the Project Facilities, on the construction, operation and maintenance thereof excluding any interest, penalties and other sums in relation thereto imposed on any account whatsoever. “Temporary Works” means all temporary works of every kind (other than Equipment) required for the execution and completion of the works and the remedying of any defects. “Termination” means determination of this agreement due to expiry of the agreement period (efflux of time) or early determination of this agreement pursuant to Termination Notice or otherwise in accordance with the provisions of this agreement. “Termination Date” means the date on which this agreement expired pursuant to the provisions of this agreement is terminated by a Termination Notice. “Termination Notice” means the communication issued in accordance with this agreement by any one party to the other party terminating this agreement in terms of Clause 20.2 ©.


9


“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);

(b) the headings area for convenience of reference only and shall not be used in, and shall not affect, the construction or interpretation of this Agreement; © the words “include” and “including” are to be construed without limitations; (d) any reference to day, month or year shall mean a reference to a calendar year day, thirty (30) days or three hundred and sixty five (365) days respectively; (e) the Schedules of this agreement form an integral part of this Agreement as though they were expressly set out in the body of this agreement. In case of any discrepancy between the Schedule and the body of the Agreement, the latter shall prevail; (f) any reference at any time to any agreement, deed, instrument, license or documents of any description shall be construed as reference to that agreement, deed, instrument, license or other document as amended, varied, supplemented, modified or suspended at the time of such reference provided that this clause shall not operate so as to increase liabilities or obligations of GoMP/PMA hereunder or pursuant hereto in any manner whatsoever; (g) references to recitals, Articles, sub-articles, clauses, or Schedules in this agreement shall, except where the context otherwise requires, be deemed to be references to recitals, Articles, sub-articles, clauses and Schedule of or to this agreement; (h) any agreement, consent, approval, authorization, notice, communication information or report required under or pursuant to this Agreement from or by any party shall be valid and effectual only if it is in writing under the hands of duly authorized representative of such party in this behalf and not otherwise;


10


(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.


11


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;


12


(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.

7.9 Performance Guarantee

(a) The Developer, as an assurance of due performance of its obligations under this Agreement during the Concession Period, shall provide a Performance Guarantee in the form of a irrevocable bank guarantee equivalent to ten percent (10%) of the Project Payment which shall be an aggregate sum of Rs.____________________(Rs.___________________ ___________________________________), within ten (10) days from the Appointed Date, in the format prescribed Schedule 7 (hereinafter the “Performance Guarantee”). (b) The Performance Guarantee is to ensure due performance of all obligations of the Developer under this Agreement against an Event of Default by the Developer and/or any Material Breach of its obligations hereunder. © The Performance Guarantee shall remain valid for four (4) years from the appointed date and shall be extended to meet the requirements of Project Milestones Table & associated delays. (d) The Performance Guarantee shall be returned to the Developer after 3 months after expiry of defect liability period for Government construction.


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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:

(a) to develop, design, engineer, finance, procure, construct, complete, operate and maintain the Realty Facilities during the Lease Period; (b) perform and fulfill all of the Developer’s obligations under this Agreement in the Lease period; and © bear and pay all expenses, costs and charges incurred in the fulfillment of all the Developer’s obligations under this Agreement.

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:

(a) make, or cause to be made, necessary applications to the relevant Government Agencies with such particulars and details, as may be necessary for obtaining all Applicable Permits, and obtain such Applicable Permits in conformity with the Applicable Law; (b) procure, as required, the appropriate proprietary rights, licenses, agreements and permissions for materials, methods, processes and systems used or incorporated into the Project; © provide all assistance to the PMA as it may require for the performance of its duties and services under this agreement. (d) provide reports to the PMA on regular basis, during the construction period and the operations period; (e) obtain and maintain in force on and from the Appointed Date all insurance in accordance with the Good Industry Practice; (f) ensure and procure that each Project Agreement contains provisions that entitle GoMP to step into such agreement in its discretion in place and substitution of the Developer in the event of Termination of this Agreement on account of the Developer’s Event of Default; (g) appoint, supervise, monitor and control the activities of the contractors under their respective Project Agreement as may be necessary; (h) 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. (i) comply with all Applicable Permits and Applicable Laws in the performance of the Developer’s obligations under this agreement including those being performed by any of the contractors; (j) develop, implement and administer a surveillance and safety program for the project, the users thereof, and the contractors personnel engaged in the provision of any services under any of the Project Agreements including correction of safety violations and deficiencies, and taking of all other actions necessary to provide a safe environment, Applicable Laws and Good Industry Practice; (k) take all reasonable precautions for the prevention of accidents on or about the Project site and provide all reasonable assistance and emergency medical aid to accident victims;


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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:

(a) act as an agent of GoMP for discharging GoMP’s obligations under this agreement; (b) facilitate interface of the Developer with various government agencies towards fair and expeditious approvals required for the project; © facilitate hand over of the Government Facilities Area and the Realty Facilities Area to the Developer in accordance with the terms of this agreement; (d) to bring t the notice of GoMP and Developer any event that it may be aware of which may adversely effect the project; (e) review inputs/reports from the Developer and undertake such activities, as it may deem fit; (f) receive, on behalf of GoMP, project payments due from Developer towards GoMP; (g) enter into Construction Agreement with the Developer towards development of Government Facilities Area; (h) make recommendations, as and when required and on the occurrence of Developer’s Event of Default, to GoMP to take necessary steps including, Termination of this agreement. (i) promptly deposit the project payments received from the Developer suitably adjusted towards payment due to the Developer in terms of the construction work carried out in Government Facilities Area, with GoMP; (j) issue Infrastructure Facilities Completion Certificate, Project Completion Certificate and Project Milestone Certificates in accordance with the applicable provisions of this agreement. (k) take approvals/clearances related to designs and commencement of works, with respect to the Government facilities from the relevant authorities (Development Permission, Building Permission, Environment clearance, and other permissions from Municipal Corporation and Town & Country Planning, Development Authority) and provide a copy of such approvals to the Developer, and Provided, however, that nothing under this sub clause 18 (j) shall apply t any approvals/clearances required to be obtained and maintained by the Developer, under


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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.

19.1.2 Non Political Force Majeure Events

Non Political Events shall means more or more of the following acts or events: (a) acts of God or events beyond the reasonable control of the Affected Party which could not reasonably have been expected to occur, exceptionally adverse weather conditions, lightning, earthquake, cyclone, flood, volcanic eruption or fire (to the extent originating from a source external to the Project Site or beyond design specifications for the works) or landslide; (b) radioactive contamination or ionizing radiation; © strikes, or boycotts (other than those involving the Developer, contractors o their respective employees/ representatives or attributable to any act or omission of any of them) interrupting supplies and services to the Project Site for a period exceeding a continuous period of thirty (30) days in an accounting year, (d) any judgment or order of any court of competent jurisdiction or statutory authority in India made against the Developer in any proceedings for reasons other than failure of the Developer to comply with any Applicable Law or Applicable Permits or an account of breach thereof, or of any contract, or enforcement of this agreement or exercise of any of its rights under this Agreement by GoMP. (e) an act of war (whether declared or undeclared), invasion, armed conflict or act of foreign enemy, blockade, embargo, riot, insurrection, terrorist or military action, civil commotion which prevents or restricts the performance by the Developer of its obligations under this Agreement for a period exceeding a continuous period of thirty (30) days in an accounting year;


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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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(a) due notice of the Force Majeure Event has been given to the GoMP as required by the preceiing Clause 19.2; (b) the excuse from performance shall be of no greater scope and of no longer duration than is necessitated by the Force Majeure Event; © the Developer has taken all reasonable efforts to avoid, prevent, mitigate and limit damage, if any, caused or is likely to be caused to the Project site as a result of the Force Majeure Event and to restore the project site, in accordance with the Good Industry Practice and its relative obligations under this agreement; (d) when the Developer is able to resume performance of its obligations under this Agreement, it shall give to the GoMP written notice to that effect and shall promptly resume performance of its obligations hereunder, the non issue of such notice being no excuse for any delay for resuming such performance; (e) the Developer shall continue to perform such of its obligations which are not affected by the Force Majeure Event and which are capable of being performed in accordance with this Agreement; (f) any insurance proceeds received shall be entirely applied to repair, replace or restore the assets damaged on account of the Force Majeure Event, in accordance with Good Industry Practice, unless otherwise agreed to by GoMP.

19.4 Termination due to Force Majeure Event

(a) If a Force Majeure Event lads to a situation that in the reasonable judgment of the Parties, the project facilities cannot be restored (“Total Loss”), the parties many mutually decide to terminate this agreement or continue this agreement on mutually agreed revised terms. (b) Notwithstanding anything inconsistent contained in this agreement, on determination of total loss or if a Force Majeure Event subsists for a period exceeding three hundred and sixty five (365) days either party shall be entitled to terminate this agreement by a notice in writing in respect thereof. © Following the issue of notice to terminate this agreement, as provided for in clause 19.4 (b) above, the parties shall promptly take all such steps as may be necessary or required to ensure that the Project Site is handed back to GoMP by the Developer on the Taking over Date in the manner set out under clause 20.4. EVENTS OF DEFAULT AND TERMINATION Article 20 20.1 Events of Default

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.

© 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

arbitration hearings, if required, may be held elsewhere in India. © English Language The request for arbitration, the answer to the request, the terms of reference,

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


37


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






“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

works. © The technical staff should be available at Site whenever required by the PMA to take

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


20% of Estimated value Casting of All slabs JD office


40% of Estimated value Completion of RCC Works in all Buildings


60% of Estimated value i. Completion of Civil works in all Buildings.

ii. Completion of Sewage line and Septic tank


80% of Estimated value i. Completion of Buildings with all finishing works fit for habitation.

ii. Completion of water supply line work.


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

and a part time nurse/midwife. © If there are less than 250 persons in any camp a first aid kit shall be maintained in-

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.

© In respect of all labor directly or indirectly employed on the works for the performance of his

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.


58


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.


59


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.


60


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.


61


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.


62


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.


63


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


64





work


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


65





work


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


66


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.


67


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

ii) 500 gm. capacity, semi self indicating type- Accuracy 1 gm.

iii) Pan balance-5 kg, capacity-Accuracy 10gm.

2. Ovens Electrically operated, thermostatically controlled upto 110 Degree Centigrade Sensitivity 1 degree celcius.

3. Sieves: as per IS:460-1962.

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.

7. 100 tonnes compression testing machine electrical -cum-manually operated.

8. Graduated measuring cylinders 200 ml capacity - 3 nos.

9. Enamel trays (for efflorescence test of bricks)

i) 300mmx25Omm x 40mm -2 nos.

ii) Circular places of 250 mm dia - 4 nos.

B For road works.

1 Balance:

i) 7 kg to 10 kg capacity, semi self indicating type- Accuracy 10 gm.

ii) 500 gm, capacity, semi self indicating type, Accuracy 1 gm.

iii) Chemical balance, 100gm capacity- Accuracy 0.1 gm.

iv) Pan balance -5kg, capacity, Accuracy 10gm.

v) Platform scale 300 kg capacity.

2. Ovens - electrically operated, thermostatically controlled.

i) Upto 200 Degree Centigrade for determination of loss on heating of bitumen.


68


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.

6. Load frame - 5 tonnes capacity electrically operated with speed control.

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.


69


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


70


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.

(Make ALSTOM) 4- Kanohar Transformer Meerut.

(Make Kanohar) 5- Bhopal Transmission Controls

Pvt.Ltd. Bhopal. (Make B.T.C.L.)

4. PVC sheathed Armoured/unarmoured Gloster fort/ NICCO cables/ Cable 1100 vlts. Paragon/ plaza /CCI.

5. Insulators/ Disc. Jaishree (JSI) BHEL/Kiran/ Atlas /Pactil. 6. D.O.fuse set/A.B.switch G.K. Electrical /Kiran/Jai Shree Atlas/ Pactil /Isolator & Isolator Precision Tighter 7. Lightening Arrester I.G.E. /Elpro/ oblum. 8. MC.C.B./HRC fuse units. Havells/ Crompton Greaves/ L&T/ standard/Brite/Indokopp. 9. Street Light Fittings. Bajaj/ Crompton Greaves/ Marc./EFCO/ Philips/ ECE 10. G.I.Pipe Knandewal/Zenith or ISI make. 11. Lugs Dowells/or any ISI make 12. Glands Comet/ HMT


71


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.


72


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





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


tower bolt black finish (barrel type) with

necessary screws etc. complete.

200x100mm

[SOR I/9.66.2 P/143] 96 Each 93 8928


door latches etc. complete.

250x20x6mm

[SOR I/9.68.2 P/143] 66 Each 173 11418


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).



[SOR I/21.1.2.2 P/362] 865.08

294.18

1159.26 Kg. 425 367659






[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


including grouting the joints with white


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



[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


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


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] 604 sqm 885 534540

57

Designing fabricating testing protection, installing

and fixing in position semii (grid) unitized system

of structure glazing (with open joints) for Linear

as well as curviliner portions of the building for all

heights and all levels, including.

(A)

Structural analysis and preparation of shop

drawings for the spesified design loads

conforming to IS 875 part III (the system must

passed the proof rest at 1.5 times desingh wind

pressure withhout any failure), including

functional design of the aluminum sections for

fixing glazing panels of various thicknesses,

aluminium cleats, sleeves and splice plares etc.

gaskets, screws, toggles, nuts, bolts, clamps etc.,

structural and weather silicone sealants,

flashings, fire stop (barrier)‐cum‐smoke

seals, microwave cured EPDM gaskets for water

tightness, pressure equalisation and drainage and

protection against fire hazard including.

(B) Fabricating and supplying serrated M.S. hot

dip galvanised / Aluminium alloy of 6005 T5

brackets of required sizes, sections and profiles

etc. to accommodate 3 Dimentional movement

for achieving perfect verticality and fixing

structural glazing system rigidly to the RCC /

masonry / structural steel framework of building

structure using stainless steel anchor fastenes /

bolts, nylon seperator to prevent bimetallic

contacts with nuts and eashers etc. of stainless

steel grade 316, of the required capacity and in

required numbers. (C)

Providing and filling, two part

pump filled, structural silicone sealant and one

part weather silicone sealant compatible with the

structural silicone sealant of required bite size in

a clean and controlled factory / work shop

environment, including double sided spacer tape,

setting blocks and backer rod, all of approved

grade, brand and manufacture, as per the

approved sealant design, withing and all around

the perimeter for holding glass.

(D) Providing and fixing in position

flashings of solid aluminium sheet 1mm thik and

of sizes, shapes and profiles, as required as per

the site conditions, to seal the gap betwwen the

building structure and all its interface with curtain

glazing to make it watertinght.

E) Making provision for drainage of moisture /

water that enters the curtain glazing system to

make it waterting, by incorporating principles of

pressure enqualization, providing suitable gutter

profiles at bottom (if required), making necessary

holes of required sizes and of required numbers

etc. complete. This item includes cost of all inputs

of designing, labour for fabricating and

installation of aluminium grid, installation of

glazed units, TandP, scaffolding and other

incidental charges including wastages etc.

enabling temporary structures and services,

cranes or cradles etc. as described above and as

specified. The item includes the cost of gettig all

the structural and functional design including

shop drawings cheked by a structural desingner,

bully appoved by Engineer‐in‐charge.

The item also includes the cost of all mock ups at

site ,cost of all mock ups at site, cost of all

samples of the individual components for testing

in an appoved laboratory field tests on the

assembled working stuctural glazing as specified,

clening and protection till the handing over of the

building for occupation. In the end, the

Contractor shall provide a water tight structural

glazing having all the performance characteristics

etc. all complete as required, as per the

Architectual drawings, as per item description. as

specified, as per the approved shop drawings and

as directed by the Engineer‐Charge.

ACP 380 sqm 2674 1016120

1601 20411226

204.11 Lacs

Assistant Engineer Executive Engineer

MP Housing & Inf.Development MP Housing & Inf.Development

Board Sub Dn.Hathital Jabalpur Board Sub Dn.Hathital Jabalpur

AADHARTAL JABALPUR PART‐B INTERNAL WS/SF

S.No. Items Qty. Unit Rate Amount1 Providing and fixing water closet squatting pan

(Indian type WC pan) with 100mm sand cast iron

'P' or 'S' trap, UPVC or S trap, 10 liter low

level white PVC flushing cistern, including flush

pipe, with manually controlled device (handle

lever) conforming to IS:7231, with all fittings

and fixtures complete including cutting and

making good the walls and floors wherever

required.White vitreous China Orissa Pattern WC

pan of size 580x440mm with integral type foot

rests.

[SOR I/17.1.1 P/290] 2 Each 2995 5990

2 Providing and fixing white vitreous china pedestal

type water closet (European type WC pan) with

seat and lid, 10 liter low level P.V.C. flushing

cistern, including flush pipe, with manually

controlled device (handle lever), conforming to

IS:7231, with all fittings and fixtures complete

including cutting and making good the walls and

floors wherever required. WC pan with ISI

marked black solid plastic seat and lid.

[SOR I/17.2.2 P/290] 18 Each 3013 54234

3 Providing and fixing white vitreous china flat

back or wall corner type lipped front urinal basin

of 430x260x 350mm and 340x410x265mm sizes

respectively with automatic flushing cistern

with standard flush pipe and CP brass spreaders

with brass unions andGI clamps complete,

including painting of fittings and brackets, cutting

and making good the walls and floors wherever

required. One urinal basin with 5 liter white PVC

automatic flushing cistern.

[SOR I/17.6.1 P/291]

Each 2754

ABSTRACT ESTIMATE FOR THE CONSTUCTION OF JD OFFICE BUILDING

AT AADHARTAL JABALPUR

82623

4 Providing and fixing one piece construction

white vitreous china squatting plate with an

integral longitudinal flushing pipe, white PVC

automatic flushing cistern with fittings, standard

size GI flush pipe for back and front flush with

standard spreader pipes with fittings, GI clamps

and CP brass coupling complete including

painting of fittings and cutting and making

good the walls and floors etc. wherever

required.Single squatting plate with 5 liter PVC


[SOR I/17.8.1 P/291] 2 Each 3478 6956

5 Providing and fixing wash basin with CI

brackets, 15mm CP brass pillar tapes, 32mm CP

brass waste of standard pattern, including

painting of fittings and brackets, cutting and

making good the walls wherever require:White

vitreous China flat back wash basin size

630x450mm with a pair of 15mm CP brass pillar

taps

.

[SOR I/17.11.1 P/292] 22 Each 2460 54120

6 17.14 ) Providing and fixing Stainless Steel A ISI

304 (18/8) kichen sink as per IS 13983 with C.I.

brackets and stainless steel plug 40 mm including


making good the walls wherever required :

17.14.1.4 510x1040 mm bowl depth 178 mm. 1 Each 5286 5286

7 17.68 ‐ Providing and fixing mirror of

superior glass (of approved quality) and of

required shape and size with plastic moulded

frame of approved make and shape with 6 mm

thik hard board backing :

17.68.2 Rectangular shape 453x357 mm 18 Each 642 11556

SOR I 17.68.2 P/303

8 Providing & Fixing Toilet Paper holder CP Brass 20 Each 340 6800

SOR I 17.70.2 P/303

9 Providing and fixing unplasticised Rigid PVC soil

and waste pipes conforming to IS:13592 Type‐B

including jointing with seal ring conforming to

IS:5382 leaving 10mm gap for thermal expansion.

Single socketed pipes for workingpressure of

4 Kg/Sqcm.

A 75mm diameter (minimum wall thickness

3.2mm).

[SOR I/17.58.1 P/301] 360 Mtr. 136 48960

B 110mm diameter (minimum wall thickness

3.2mm).

[SOR I/17.58.2 P/301] 250 Mtr. 238 59500

C 160mm OUTER diameter (minimum wall

thickness 3.2mm).

[SOR I/19.4.2 P/340] 120 Mtr. 477 57240

Providing and fixing square mouth SW gully trap

grade SP1 complete with CI grating brick

masonry chamber with water tight CI cover with

frame of 300x300mm size (inside) the weight of

cover to be Eacht less than 4.50 Kg. and frame

to be Eacht less than 2.70 Kg. as per standard

design. 100x100mm size P type With well burnt

bricks

[SOR I/19.7.1.1 P/341] 30 Each 1764 52920

11 Providing and fixing unplasticised PVC moulded

fittings/accessories for unplasticised Rigid PVC

soil waste pipes conforming to IS:13592 Type‐A



A Coupler

75mm

[SOR I/17.59.1.1 P/301] 36 Each 117 4212

B 110mm

[SOR I/17.59.1.2 P/301] 18 Each 154 2772

C Single tee with door

75x75x75mm

[SOR I/17.59.3.1 P/301] 18 Each 219 3942

D 110x110x110mm

[SOR I/17.59.3.2 P/301] 36 Each 346 12456

E Single tee without door

75x75x75mm

[SOR I/17.59.4.1 P/301] 3 Each 201 603

F 110x110x110mm

[SOR I/17.59.4.2 P/301] 3 Each 266 798

G Bend 87.5 Deg.

75mm bend

[SOR I/17.59.5.1 P/301] 36 Each 117 4212

H 110mm bend

[SOR I/17.59.5.2 P/301] 36 Each 172 6192

I Shoe (Plain)

75mm Shoe (minimum wall thickness 1.8mm)

[SOR I/12.33.6.1 P/224]

10

J 110mm Shoe (minimum wall thickness 2.2mm)

[SOR I/12.33.6.2 P/224]

16 Each 300 4800

12 Providing and fixing UPVC trap of self cleansing

design complete including cost of cutting and

making good the wall and floors.

100mm inlet and 75mm outlet.

[SOR I/17.61.1 P/302] 18 Each 517 9306

13 Providing and fixing GI pipes complete with GI

fittings and clamps including cutting and

making good the walls etc.

Internal Work ‐ Exposed on wall.

A 15mm dia Eachminal bore

[SOR I/18.10.1 P/317] 95 Mtr. 211 20045

B 25mm dia Eachminal bore

[SOR I/18.10.3 P/317] 135 Mtr. 300 40500

C 40m dia Eachminal bore

[SOR I/18.10.5 P/317] 70 Mtr. 479 33530

D 50mm dia Eachminal bore

[SOR I/18.10.6 P/317] 60 Mtr. 596 35760

14 P/F brass bib cock of approved quality

15 mm bore

sor I 18.50.1 p/330 30 Each 306 9180

15 P/F GUN metal gate valve with brass lever handle

of appd quality

sor I 18.33.1p/326

a 25 mm 2 Each 341 682

b 40 mm 2 491 982

c 50 mm 2 Each 639 1278

15 P/F CP Brass shower Rose with 15 or 20 mm inlet

1501 mm diameter

SOR I/18.64.2 P/331 2 Each 155 310

16 P/F CP Brass wall mixer of appd quality and make

conf to IS SPECIFICATIONS

15 mm Nominal bore 2 Each 3292 6584

SOR I/18.60 P/331

17 Providing & placing on tettace at all floor levels

Polyethelene water stotage tank ISI 12701 mark

with cover & suitab;le locking arreangement ang

making necessary holes for inlet ,outlet and over

flow pipe

SOR I/18.49 P/330 6000 LITRE 7 42000

Providing and laying Eachn pressure NP2 class

(light duty) RCC pipes with collars jointed with

stiff mixture of cement mortar in the

proportion of 1:2 (1 cement : 2 fine sand)

including testing of joints etc. complete.

150mm dia RCC pipe

[SOR I/19.8.2 P/342]

166 Mtr. 285 47310

Excavation trenches of required width for

pipes, cables, etc. including excavation for

sockets, and dressing of sides, ramming of

bottoms, depth upto 1.5m including getting out

the excavated soil, and then returning the soil

as required, in layers Eacht exceeding 20cm in

depth including consolidating Each deposited

layer by ramming, watering, etc. and disposing

of surplus excavated soil as directed, within a

lead of 50 meter: All kinds of soil.

Pipes, cables etc. Eacht exceeding 80mm

dia.

[SOR I/2.10.1.1 P/23]

166 Mtr. 96 15936

17 Providing and fixing white vitreous china

laboratory sink with CI brackets, CP brass chain

with rubber plug 40mm CP brass waste and

40mm CP brass trap with necessary CP brass

unions complete including painting of fittings

and brackets, cutting and making good

the wall wherever required.

Size 600x450x200mm.

[SOR I/17.15.2 P/293] 12 Each 3328 39936

Constructing brick masonry manhole in cement

mortar 1:4 (1 cement : 4 sand) RCC top slab with

1:2:4 mix (1 cement : 2 coarse sand : 4 graded

stone aggregate 20mm Eachminal size),

foundation concrete 1:4:8 mix (1 cement : 4 sand

: 8 graded stone aggregate 40mm Eachminal

size) inside plaster 12mm thick with cement

mortar 1:3 (1 cement : 3 sand) finished with

floating coat of neat cement and making

channels in cement concrete 1:2:4 (1 cement : 2


Eachminal size) finished with a floating coat of

neat cement complete as per standard design.

Inside size 90x80cm and 45cm deep

15

16

18

including CI cover with frame (light duty)

455x610mm internal dimensions total weight of

cover and frame to be Eacht less than 38 kg.

(weight of cover 23 kg. and weight of frame 15

Kg).

[SOR I/19.9.1 P/342]

20 Each 7997 159940

Total 875090

Say SAY 8.75 LAC



Board Sub Dn.Hathital Jabalpur Board Dn.I, Jabalpur

S.No. Items Qty. Unit Rate AmountPoint wiring (excluding metallic switch box and

sheet but including switches, sockets, lamp

holders/ ceiling roses etc.) with 1.5 sqmm PVC

insulated cable FR with copper multi strand

conductor ISI marked in concealed rigid PVC

conduit (HMS) ISI marked of suitable size and 1.5

sqmm PVC insulated copper earth continuity

conductor of green colour inside conduit

including painting etc. as required as per

specification for:

Using Modular Accessories

Light Point/Fan Point

[SOR I/4.1 P/11]

Short Point 120 Each 394 47280

Medium Point 80 Each 671 53680

Long Point 80 Each 1083 86640

3 Pin 6 Amp socket outlet on separate board

[SOR I/4.2 P/11]



Point wiring (excluding metallic switch box and

sheet but including switches, sockets) for 3 pin 6

Amp socket outer point with 1.5 sqmm PVC


conductor ISI marked in concealed rigid steel PVC



conductor of green colour inside conduit with

required materials as per specification on same

board.

[SOR I/4.5 P/11]

Using Modular Accessories 96 Each 285 27360

Wiring for circuit wiring with PVC insulated cable FR

with copper multi strand conductor ISI marked in

concealed rigid PVC conduit (HMS) of ISI marked

suitable size including painting etc. as required

as per specification.

[SOR I/4.6 P/11] 3

2

ABSTRACT ESTIMATE FOR THE CONSTUCTION OF JOINT DIRECTOR OFFICE AT

AADHARAL JABALPURAADHARTAL JABALPUR

1

PART‐C INTERNAL ELECTRIFICATION


2x2.5 sqmm 156 Mtr. 117 18252

4x2.5 sqmm 104 Mtr. 176 18304

6x2.5 sqmm 60 Mtr. 225 13500

8x2.5 sqmm 16 Mtr. 277 4432


sheet) for 3 pin 16 Amp socket outlet point with 4

sqmm PVC insulated cable FR with

copper multi strand conductor ISI marked in

concealed rigid PVC conduit (HMS) ISI marked

of suitable size etc. with 16 Amp FT switch and

socket/SS combined 6/16 Amp of ISI marked and 4


conductor of green colour inside conduit as per

specification for:

On Separate Board

[SOR I/9.1 P/14]



Extra Long Point I 36 Each 2643 95148

Extra Long Point II 24 Each 3417 82008

Supplying and fixing of approved make step type

Modular electronic, fan regulator including

connection etc. as required on existing board.

100 Watt (2 Module)

[SOR I/29.31.1 P/49] 120 Each 574 68880

Supplying and fixing as per specification call

bell/buzzer of approved make with necessary

materials complete.

Ding Dong bell

[SOR I/29.3.2 P/45] 2 Each 107 214

Supplying and fixing of approved make modular

type metal box with

modular frame/base plate and cover

plate including fixing in concealed/ surface

excluding switch, socket etc. as required for:

1 or 2 Module

[SOR I/18.2.1 P/20] 104 Each 156 16224

3 Module

[SOR I/18.2.2 P/20] 96 Each 208 19968

4 Module

[SOR I/18.2.3 P/20] 72 Each 236 16992

6 Module

5

6

7

4

[SOR I/18.2.4 P/20] 64 Each 326 20864

8/9 Module

[SOR I/18.2.5 P/20] 64 Each 400 25600

12 Module

[SOR I/18.2.6 P/20] 20 Each 487 9740

18 Module

[SOR I/18.2.8 P/20] 20 Each 560 11200

Wiring for sub mains with PVC insulated cable

FR with copper multi strand conductor ISI marked

in recessed/concealed rigid PVC conduit (HMS) ISI

marked of suitable size (conduit included) including

2mm thick accessories, connection etc. as required


2 Wire Sub Main

6.0 sqmm cable in 25mm conduit

[SOR I/23.1.3 P/26] 76 Mtr. 172 13072

4 Wire Sub Main


[SOR I/23.4.3 P/26] 60 Mtr. 264 15840


[SOR I/23.4.4 P/26] 16 Mtr. 431 6896

Supplying and fixing PVC conduit ISI marked

alongwith the accessories in concealed system

including painting etc. as required.

PVC conduit 20mm (HMS)

[SOR I/16.1 P/19]

Supplying of ISI marked and approved make of

Moulded Case

Circuit Breaker (MCCB) suitable for 3 phase, 3

pole, 50 Hz. 415 Volts, AC supply with respective

interrupting capacity (kA) at 415 volts cited against

their range standard conforming to IS:8828.

MCCB with breaking capacity 10 kA

at 415 V.

Current Rating ‐ 25 to 100 Amps

[SOR I/27.1.1.1 P/37] 2 Each 1693 3386

Supplying of ISI marked and accepted of

Miniature Circuit Breaker (MCB) of 'C' series

suitable for 240/415 Volts, 50 Cycle, 10 kA Value AC

supply confirming to IS:8828‐1996, IEC: 60898‐

2002 but without enclosure.

Single Pole (SP)

6.0 Amp to 32 Amp rating

[SOR I/27.5.1.2 P/39] 80 Each 205 16400

Four Pole (FP)

For 50 Amp to 63 Amp rating

11

8

9

10

[SOR I/27.5.6.4 P/39] 6 Each 1975 11850

12

Supplying of approved make TPN MCB DB metal

double door with IP 43 protection with provision

for FP MCB/Isolator/RCCB /RCBO as incomer and

SP MCBs as outgoing inclusive of bus bar, neutral

bar,

earth bar and two earth terminals etc. complete

as per IS:13032 (exclusive of MCB and isolator).

6 way (8+18)

[SOR I/27.8.3 P/40] 2 Each 3650 7300

8 way (8+24)

[SOR I/27.8.4 P/40] 2 Each 4379 8758

Earthing GI earth pipe 4.5 meter long and 40mm

dia with masonry enclosure in cement mortar,

cover plate having locking arrangement on the top

etc. (but without char coal or coke and salt)

complete as required.

[SOR I/37.1 P/69] 2 Each 3017 6034

Add extra for using salt and char coal/coke for pipe

earth electrode as required including excavation

and refilling. Excavation 2.5 cum. by manual

labour.

[SOR I/37.2.1 P/69]

Providing and fixing 25mm x 4mm GI strip on

surface or in recessed/ concealed for connection

etc. as required.

[SOR I/37.15 P/70]

Supplying and drawing following pair, 0.5 sqmm

size solid annealed copper conductor PVC

insulated telephone cable as per DOT

specifications in existing surface /concealed

steel/PVC conduit/ Casing N‐Capping as required.

2 Pair

[SOR I/38.2.2 P/74]

Supplying, fixing and testing RJ 11 telephone jack

Modular (1 module).

[SOR I/38.6 P/74]

12 Each 129 1548

18

Supplying and drawing Co‐axial TV cable RG‐6

grade, 0.7mm solid copper conductor PF

insulated, shielded with fine tinned copper braid

and protected with PVC

sheathed in the existing surface/ concealed

steel/PVC conduit as required.

[SOR I/38.1 P/74]

13

14

15

16

17

416 Mtr. 28 11648

Supplying, fixing and testing of TV outlet Modular

(1 module)

[SOR I/38.8 P/74]

24 Each 129 3096

Providing and fixing circular/ hexagonal cast iron

or MS sheet box for ceiling fan clamp of internal

dia 140mm, 73mm height, top lid of 1.5mm thick

MS sheet with its top surface hacked for proper

bonding, top lid shall be screwed into the cast

iron/MS sheet box by means of 3.3mm dia, round

headed screws, one lock at the corners. Clamp shall

be made of 12mm dia MS bar bent to shape as per

standard drawing.

[SOR I/32.5 P/61] 84 Each 140 11760

Supplying, fixing, testing and commissioning

wall/floor mounted LT panel primer coated with

two coat of enamel paint and provided with

required gasket for dust/vermin proof with degree

of protection IP42 suitable for 415 V 3 phase, 50 Hz.

4 wire system fabricated out of CRCA sheet upto

2mm thick (1.6mm for doors) with frame work of

angle/iron/channel/ bolted type construction duly

21

compartmentalized for incomer, bus section,

outgoings, cable alleys and CT, PT Ampere meter,

Volt meter, selector switches, frequency meter,

phase indicating lamps, energy meter complete

including cost of bus bar support, detachable cable

gland plates, 2 earthing terminals, internal

wiring and fixing of separately supplied MCBs,

MCCBs panel mounted change over switch/ SFUs,

etc. as required but excluding

cost of bus bar strips, ampere meter, volt meter,

selector switch as per approved design and

specification.

[SOR I/29.33 P/49] 64 Kg. 180 11520

Providing and fixing wooden board of suitable size

(maximum 12" x 18") for fixing of house service

meter with necessary materials and connection

testing etc. complete as per specification.

22

19

21

Three Phase Meter

[SOR I/32.13.2 P/62] 2 Each 133 266

Supplying, fixing and testing of approved make

bulk head luminary consisting of pressure die

alluminium housing lamp holder, prismatic glass

cover, rubber gasket and wire guard, deluxe type,

including fixing on wall as required, with necessary

material complete fitting suitable for Retrofit

10W CFL/ GLS lamp.

[SOR I/31.6 P/53] 16 Each 594 9504

Supplying and fixing of ISI marked porcelain

rewireable type fuse carrier and base unit of

approved make and confirming to IS:2086‐ 1993.

32 Amps/415 Volts

[SOR I/25.17.3 P/33] 6 Each 192 1152

Supplying and laying GI earth lead duly installed on

wall or in GI pipe including connections etc.


13 sqmm (4mm dia)

[SOR I/37.36 P/72] 60 Mtr. 17 1020

26

Supplying and installing GI pipe for protection of

under ground 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/over head 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/ dismantling and other finished

masonry item complete.

'A' class pipe ISI marked (IS ‐ 1161‐68)

15.00mm

[SOR I/41.12.2.1 P/88] 24 Mtr. 111 2664

40.00mm

[SOR I/41.12.2.5 P/88] 40 Mtr. 327 13080

23

24

25

Supplying and fixing of ISI marked industrial type

metal plug socket DBs (without MCBs) for TPN

enclosure three pole and earth metal plug and

socket including space incorporating TP MCB

complete as per specification as required.

20 Amps 0

[SOR I/27.13.1 P/41] 12 Each 2341 28092

0

Supplying and fixing of LT panel accessories of

approved make in existing LT panel including

connections etc. as required as per specification.

0

Copper bus bar strips with PVC sleeves. 0

[SOR I/29.34.4 P/49] 28 Kg. 650 18200

29

Supplying of XLPE insulated power cable

(conforming to IS:7098 Part‐ I) 1100 volt grade, 1

core/2 core/3.5 core/4 core ISI marked with Alu.

Stranded/ Solid conductor.

Armoured 3.5 Core

25 sqmm

[SOR I/41.1.8.1 P/81] 44 Mtr. 252 11088

70 sqmm

[SOR I/41.1.8.4 P/82] 28 Mtr. 538 15064

Supplying of approved make powder coated metal

double door vertical TPN MCB DB IP 43 protection

with provision for MCCB 160A TP/FP 36 kA as

incomer and space for SP/TP MCBs as outgoing

(without MCCB/MCBs) inclusive of bus bar and

connections etc.

8 way without MCCB

[SOR I/27.10.2 P/41] 2 Each 10815 21630

Supplying, fixing and testing of fluorescent tube

rod ISI marked of approved make as required as

per specification.

4'x36 Watt

[SOR I/29.19.2 P/47] 48 Each 50 2400

Supplying, fixing and testing of SV lamp SON‐T

(tubular clear type) ISI marked of approved make

as required as per specification.

70 Watt

[SOR I/29.20.1 P/47] 12 Each 444 5328

30

27

28

31

32

Supplying, fixing and testing of compact

fluorescent lamp (CFL) with in built electronic

ballast ISI marked BC/ES cap of approved make as

required as per

specification.

11 Watt.

[SOR I/29.23.3 P/48] 12 Each 177 2124

Supplying and fixing of multi core round HRFR/FR

PVC insulated copper (flexible) conductor and PVC

sheathed cables 1100 volts as per IS:694‐1990 of

approved make.

(30/0.25mm) Three core 1.5 sqmm.

[SOR I/29.5.3 P/45] 512 Mtr. 41 20992

Supplying, erection and testing of approved make

electric ceiling fan of double ball bearing complete

with standard down rod, caEachpy, hanging,

shackle, alluminium blades, without regulator, AC

230‐250 volts including connections with all

necessary material complete as required

confirming to IS:374/1979 with upto date

amendments.

Ceiling fan (5 star and ISI) 1200mm sweep.

[SOR I/30.1 P/50] 48 Each 2276 109248

Supplying, erecting and testing of approved make

exhaust fan heavy duty with mounting frame,

blades AC 230‐250 complete connection and

including frame bolt/anchor hole fasteners etc.

complete and as required.

300mm sweep 900 RPM.

[SOR I/30.6.1 P/51] 28 Each 2918 81704

Supplying, fixing and testing of approved make T‐

5 lamp channel luminary with epoxy white

powder coated CRCA sheet steel housing box type

channel with reflector cover including electronic

ballast (HF), PF > 0.95, THD < 30% complete

duly wire (with tube rod) as per specification and

fixing as below:

Fixing by stiff pendant arrangement with two pieces

of steel conduit 19/20 dia 16 SWG and other

necessary materials such as ball socket, wooden

round block with 'J' hook/anchor hole fasteners

fixed in ceiling including connection and as

required for length upto 1.5 meter.

33

34

35

36

37

[SOR I/31.3.2 P/52] 84 Each 1360 114240

Supplying, fixing and testing of approved make of

HP SV/MH side

road lighting/main road lighting lantern consisting

of single piece cast alluminium housing complete

with all accessories suitable for tubular

70W/150W/250W/HPSV lamp pot type high

purity electro mechanically brightened anodized

alluminium reflector/with ripples embossing above

the lamp, lamp

holder, clear toughened glass cover and 3/5

stainless steel toggle, ignitor and ballast,

condenser (without lamp) including fixing with

32/38mm dia GI pipe Light 'A' class of required

length upto 2 meter for mounting on

wall/existing pole/on existing 'D' bracket including

bending the pipe to required shape and

connections, including all material as required and

suitable for:

70 Watt. 8 Each 5433 43464

[SOR I/31.9.1 P/54]

Total 1472334

Say 14.72 Lakhs

Board Circle Jabalpur Electrical Division Jabalpur

38

Assistant Engineer (Elect) Executive Engineer

MP Housing & Infrastructure Dev. MP Housing & Infrastructure



1 Surface dressing of ground including removing

vegetation and in ‐equalities Eacht exxeding 15 cm

deep and disposal of rubbish lead upto 50 m and

lift upto 1.50 m .

[SOR I/2.1.1 P/23] 1.64 100sqm 803 1316.92

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] 128.4 cum. 131 16820.4

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] 59.92 cum. 216 12942.72


ABSTRACT ESTIMATE FOR THE CONSTUCTION OF AI CENTRE BUILDING AT

AADHARTAL JABALPUR

2

3

AADHARTAL JABALPUR


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] 128.4 cum 72 9244.8

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] 32.62 cum 672 21920.64



watering, ramming, consolidating and

dressing complete.[SOR I/2.28 P/26] 50.39 cum. 471 23733.69


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/27 164 sqm. 136 22304







SOR I/ 4.17 P/ 48 43.2 sqm 351 15163.2

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] 25.36 cum. 4403 111660.08

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.


STONE AGGREGATE )[SOR I/5.1.1 P/65] 54.69 cum. 5091 278426.79

12 Reinforced cement concrete work (with


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] 55.07

RCC SLOPING 6.39

55.07 cum. 5202 286474.14

13Extra for RCC work above floor two levelfor

Each floor or part there of SOR I/ 5.32 P/ 71 cum

FOR ITEM ‐12 FFL 22.75 cum 52.02 1183.455

FOR ITEM ‐12 SFL 5.04 cum 104.04 524.3616

FOR ITEM ‐12 TFL cum 52.02 165.9438

FOR ITEM ‐12 A FFL 3.19 cum 52.02 165.9438

FOR ITEM ‐12 SFL 0.16 cum 104.04 16.6464

FOR ITEM ‐12 TFL cum 52.02 0



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] 11615.5 Kg. 62.9 730614.95




binding wire upto floor two level including

all wastage etc. complete.FIRST FLOOR 2594.4 Kg. 0.2 518.88SFL 520.1 Kg. 0.4 208.04TFL 0 Kg. 0.6 0



for:Foundations, footings, bases of coloumns,

etc for concrete upto plinth level

[SOR I/5.9.1 P/66] 60.68 sqm 174 10558.32


propping etc. and removal of form for: Walls

(any thickness) including attached pilaster



[SOR I/5.9.2 P/66] 156.8 sqm 267 41865.6



Suspended floors, roofs, landings, balconies

and access platform[SOR I/5.9.3 P/66] 609.27 sqm. 264 160847.28




[SOR I/5.9.7 P/66] 30.78 sqm. 332 10218.96

15 E Vertical and horizontal fins individully or

forming box ,louvers, facia, eaves boards[SOR I/5.9.14 P/66] 21.08 sqm 481 10139.48

14



projections.[SOR I/5.24 P/69] 30 Mtr. 18.5 555

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] 5.04 cum 4541 22886.64

18 Brick work with fly ash lime bricks (FALG bricks)

confirming to IS:12894 :2002in super structure

above plinth level upto floor II level in


cement mortor 1:6

SOR I/6.7.3.1 P/86 93.2 cum 5039 469634.8



respective itemsa) First Floor 32.51 cum 92 2990.92


C) THIRD FLOOR 0 cum 276 0

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


Ground Floor

[SOR I/6.15.3.2 P/87] 86.5 sqm. 580 50170

21 First Floor

[SOR I/6.15.3,& 6.17 P/87] 45.18 sqm. 591 26701.38

21 b SECOND Floor

[SOR I/6.15.3,& 6.17 P/87] 0 sqm 602 0

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] 86.5 sqm. 127 10985.5


Specification and in the required with 50mm

long Bombay nails on vertical and horizontal



complete before plastering upto 10 meter

height.

[SOR I/13.27 P/247] 82 sqm. 62 5084

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] 1650

357

2007 Kg. 91 150150

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] 82.8 Kg. 110.4 9141.12

26 Providing fixing corrugated

SOR I/12.1.1 P/218 79 sqm 1025 80975

27 S /F ROLLING SHUTTERS

SOR I/10.6.2 P/178 9.72 sqm 1849.75 17979.57

28 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.

[SOR I/10.13.2.1 P/180] 42.3 Mtr. 431.4 18248.22



split end tail to Each jamb.[SOR I/10.13.3.1 P/180] 9 Mtr. 472.05 4248.45




construction with frame of first class hard

wood and well matchedcommercial 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] 18.27 sqm. 2237 40869.99

31 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] 9.9

3.15

13.05 sqm. 3778 37402.2

Providing and fixing ISI marked stainless

steel sliding door bolts with nuts and

screws etc. complete.250x16mm

[SOR I/9.65.2 P/143] 20 Each 326 6520

32


steel tower bolt black finish (barrel type)

with necessary screws etc. complete.

200x100mm

[SOR I/9.66.2 P/143] 18 Each 93 1674


steel door latches etc. complete. 250x20x6mm

[SOR I/9.68.2 P/143] 2 Each 173 346


steel handles with necessary screws etc.

complete.125mm

[SOR I/9.69.1 P/143] 72 Each 60 4320

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] 360 Each 60 21600

Providing and fixing stainless steel

hanging type floor door stopper with

necessary screws, etc. complete.[SOR I/9.76 P/144] 16 Each 103 1648


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).

33

34

35

36

37

[SOR I/21.1.1.2 P/362] 233.8 Kg. 377 88142.6


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).


thickness of powder coating 50 micron).[SOR I/21.1.2.2 P/362] 233.28

38.88

272.16 Kg. 425 99144

40 Providing and fixing MS grills of required




complete.Fixed to steel windows by welding.

[SOR I/9.43.1 P/140] 618 Kg. 91 56238

41 P/F 10 CM thick acid and/ alkali resistant tilies

SOR 10.68.1.1 16.2 sqm 1262 20444.4

42 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]

6.57 sqm. 1012 6648.84

43 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]

43.89 sqm. 937 41124.93



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] 5.46 sqm. 718 3920.28


different sizes with water absorptions less

than 0.08% and conforming to IS:15622

of approvedMake 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] 128.6 sqm. 894 114968.4

49 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:


Cherry Red, Elite Brown, Cat Eye or

equivalent.[SOR I/11.32 P/203] 8

08 sqm. 3663 29304

[SOR I/11.48 P/204]

45 12mm cement plaster of mix in cement

mortar 1:6 (1 cement : 6 sand).[SOR I/13.1.2 P/244] 644.63 sqm. 110 70909.3


mortar 1:6 (1 cement : 6 sand).[SOR I/13.3.2 P/244] 457.91 sqm. 156 71433.96


sand).[SOR I/13.8.1 P/244]

213.62 sqm. 96 20507.52




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] 100 sqm. 314 31400


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]

213.62 sqm. 60 12817.2




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] 644.63 sqm. 74 47702.62



manufacture to give an even shade new work

(two or more coats) over and including


[SOR I/13.47.1 P/249] 213.62 sqm. 60 12817.2

52 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]

457.91 sqm. 132 60444.12


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]

130

43.85

173.85 sqm. 77 10010

54 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.


bricks/brick bats 25mm to 115mm size with

50% cement mortar 1:5 (1 cement : 5 sand)



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.


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.





directed and specified by Engineer‐in‐

Charge (with five years service guarantee).


minimum thickness at khurra as 65mm. [SOR I/22.7.1 P/373] 164 sqm 885 145140

TOTAL 3714776.7

SAY 37.14 LAC


MP Housing & Inf.Development Board MP Housing & Inf.Development

Board Dn.II Jabalpur

PART‐B INTERNAL WS/SF


1 Constructing brick masonry manhole in

cement mortar 1:4 (1 cement : 4 sand) RCC

top slab with 1:2:4 mix (1 cement : 2 coarse


Eachminal size), foundation concrete 1:4:8

mix (1 cement : 4 sand : 8 graded stone

aggregate 40mm Eachminal size) inside

plaster 12mm thick with cement mortar 1:3

(1 cement : 3 sand) finished with floating

coat of neat cement and making channels in

cement concrete 1:2:4 (1 cement : 2 sand :

4 graded stone aggregate 20mm

Eachminal size) finished with a floating coat

of neat cement complete as per standard

design.



455x610mm internal dimensions total weight

of cover and frame to be Eacht less than 38

kg. (weight of cover 23 kg. and weight of

frame 15 Kg). [SOR I/19.9.1 P/342] 3 Each 7997 23991

2 Providing and fixing water closet squatting

pan (Indian type WC pan) with 100mm sand

cast iron 'P' or 'S' trap, UPVC or S trap, 10

liter low level white PVC flushing cistern,

including flush pipe, with manually

controlled device (handle lever) conforming

to IS:7231, with all fittings and fixtures

complete including cutting and making good

the walls and floors wherever

required.White vitreous China Orissa Pattern

WC pan of size 580x440mm with integral

type foot rests[SOR I/17.1.1 P/290] 1 Each 2995 2995

Maharajpur Jabalpur

ABSTRACT ESTIMATE FOR THE CONSTUCTION OF AI CENTRE BUILDING AT

AADHARTAL JABALPUR


pedestal type water closet (European type WC

pan) with seat and lid, 10 liter low level

P.V.C. flushing cistern, including flush pipe,

with manually controlled device (handle

lever), conforming to IS:7231, with all fittings



required. WC pan with ISI marked black solid

plastic seat and lid.

[SOR I/17.2.2 P/290] 2 Each 3013 6026

3 Providing and fixing white vitreous china flat

back or wall corner type lipped front urinal

basin of 430x260x 350mm and

340x410x265mm sizes respectively with

automatic flushing cistern with standard

flush pipe and CP brass spreaders with brass

unions andGI clamps complete, including



required. One urinal basin with 5 liter white

PVC automatic flushing cistern.

[SOR I/17.6.1 P/291]Each 2754




automatic flushing cistern with fittings,

standard size GI flush pipe for back and

front flush with standard spreader pipes with

fittings, GI clamps and CP brass coupling

complete including painting of fittings and

cutting and making good the walls and

floors etc. wherever required.Single squatting

plate with 5 liter PVC automatic flushing

cistern.

[SOR I/17.8.1 P/291] 2 Each 3478 6956

4 11016


brackets, 15mm CP brass pillar tapes, 32mm

CP brass waste of standard pattern, including


making good the walls wherever

require:White vitreous China flat back wash

basin size 630x450mm with a pair of 15mm CP

brass pillar taps

.

[SOR I/17.11.1 P/292] 4 Each 2460 9840

6 KITCHEN SIMK

510X1040

[SOR I/17.14.1.4 P/293] 2 Each 5286 5286

7 MIRROR

RECTULAR MIRROR 453X3578 18 Each 642 11556

SOR I 17.68.2 P/303

8 Providing & Fixing Toilet Paper holder

CP BRASS 2 Each 340 680

SOR I 17.70.2 P/303

9 Providing and fixing unplasticised Rigid PVC

soil and waste pipes conforming to IS:13592

Type‐B including jointing with seal ring

conforming to IS:5382 leaving 10mm gap for

thermal expansion. Single socketed pipes

for workingpressure of 4 Kg/Sqcm.


3.2mm).[SOR I/17.58.1 P/301] 70 Mtr. 136 9520


3.2mm). [SOR I/17.58.2 P/301] 30 Mtr. 238 7140


thickness 3.2mm). [SOR I/19.4.2 P/340] 30 Mtr. 477 14310

Providing and fixing square mouth SW gully

trap grade SP1 complete with CI grating

brick masonry chamber with water tight CI

cover with frame of 300x300mm size

(inside) the weight of cover to be Eacht less

than 4.50 Kg. and frame to be Eacht less

than 2.70 Kg. as per standard design.

100x100mm size P type With well burnt bricks

[SOR I/19.7.1.1 P/341] 8 Each 1764 14112

10

11 Providing and fixing unplasticised PVC

moulded fittings/accessories for

unplasticised Rigid PVC soil waste pipes

conforming to IS:13592 Type‐A including

jointing with seal ring conforming to IS:5382

leaving 10mm gap for thermal expansion.

A Coupler

75mm

[SOR I/17.59.1.1 P/301] 8 Each 117 936

B 110mm

[SOR I/17.59.1.2 P/301] 18 Each 154 2772


75x75x75mm

[SOR I/17.59.3.1 P/301] 4 Each 219 876

D 110x110x110mm

[SOR I/17.59.3.2 P/301] 8 Each 346 2768


75x75x75mm[SOR I/17.59.4.1 P/301] 3 Each 201 603

F 110x110x110mm

[SOR I/17.59.4.2 P/301] 3 Each 266 798

G Bend 87.5 Deg.

75mm bend

[SOR I/17.59.5.1 P/301] 36 Each 117 4212

H 110mm bend

[SOR I/17.59.5.2 P/301] 36 Each 172 6192

I Shoe (Plain)


[SOR I/12.33.6.1 P/224]


[SOR I/12.33.6.2 P/224]

16 Each 300 4800

12 Providing and fixing UPVC trap of self

cleansing design complete including cost of

cutting and making good the wall and floors.


[SOR I/17.61.1 P/302] 9 Each 517 4653



making good the walls etc. Internal Work ‐ Exposed on wall.


[SOR I/18.10.1 P/317] 40 Mtr. 211 8440


[SOR I/18.10.3 P/317] 60 Mtr. 300 18000


[SOR I/18.10.5 P/317] 30 Mtr. 479 14370


[SOR I/18.10.6 P/317] 30 Mtr. 596 17880


15 mm bore

sor I 18.50.1 p/330 8 Each 306 2448

15 P/F GUN metal gate valve with brass lever

handle of appd quality sor I 18.33.1p/326

a 25 mm 4 Each 341 1364

b 40 mm 2 491 982

c 50 mm 0 Each 639 0

15 P/F CP Brass shower Rose with 15 or 20 mm

inlet 1501 mm diameter

SOR I/18.64.2 P/331 0 Each 155 0

16 P/F CP Brass wall mixer of appd quality and

make conf to IS SPECIFICATIONS 15 mm Nominal bore 0 Each 3292 0

SOR I/18.60 P/331

17 Providing & placing on tettace at all floor

levels Polyethelene water stotage tank ISI

12701 mark with cover & suitab;le locking

arreangement ang making necessary holes for

inlet ,outlet and over flow pipe SOR I/18.49 P/330 3000 LITRE 7 21000

170 TOTAL 236522

SAY 2.36 LAC













specification for:



[SOR I/4.1 P/11]





[SOR I/4.2 P/11]












board.

[SOR I/4.5 P/11]







[SOR I/4.6 P/11]

ABSTRACT ESTIMATE FOR THE CONSTUCTION OF AI CENTRE AT AADHARTAL

JABALPURAADHARTAL JABALPUR PART‐C INTERNAL ELECTRIFICATION

1

2

3


2x2.5 sqmm 40 Mtr. 117 4680

4x2.5 sqmm 28 Mtr. 176 4928

6x2.5 sqmm 16 Mtr. 225 3600

8x2.5 sqmm 4 Mtr. 277 1108










specification for:

On Separate Board

[SOR I/9.1 P/14]








100 Watt (2 Module)

[SOR I/29.31.1 P/49] 16 Each 574 9184



materials complete.

Ding Dong bell

[SOR I/29.3.2 P/45] 1 Each 107 107


type metal box with




1 or 2 Module

[SOR I/18.2.1 P/20] 26 Each 156 4056

3 Module

[SOR I/18.2.2 P/20] 24 Each 208 4992

4 Module

[SOR I/18.2.3 P/20] 18 Each 236 4248

6 Module

4

5

6

7

[SOR I/18.2.4 P/20] 16 Each 326 5216

8/9 Module

[SOR I/18.2.5 P/20] 16 Each 400 6400

12 Module

[SOR I/18.2.6 P/20] 2 Each 487 974

18 Module

[SOR I/18.2.8 P/20] 2 Each 560 1120







2 Wire Sub Main


[SOR I/23.1.3 P/26] 16 Mtr. 172 2752

4 Wire Sub Main


[SOR I/23.4.3 P/26] 16 Mtr. 264 4224


[SOR I/23.4.4 P/26] 2 Mtr. 431 862





[SOR I/16.1 P/19]


Moulded Case






at 415 V.


[SOR I/27.1.1.1 P/37] 1 Each 1693 1693






Single Pole (SP)


[SOR I/27.5.1.2 P/39] 20 Each 205 4100

Four Pole (FP)


8

9

10

11

[SOR I/27.5.6.4 P/39] 1 Each 1975 1975

12





bar,



6 way (8+18)

[SOR I/27.8.3 P/40] 1 Each 3650 3650

8 way (8+24)

[SOR I/27.8.4 P/40] 1 Each 4379 4379






[SOR I/37.1 P/69] 1 Each 3017 3017




labour.

[SOR I/37.2.1 P/69]



etc. as required.

[SOR I/37.15 P/70]






2 Pair

[SOR I/38.2.2 P/74]


Modular (1 module).

[SOR I/38.6 P/74]

2 Each 129 258

18







[SOR I/38.1 P/74]

13

14

15

16

17

104 Mtr. 28 2912


(1 module)

[SOR I/38.8 P/74]

6 Each 129 774









standard drawing.

[SOR I/32.5 P/61] 20 Each 140 2800

21









21












specification.

[SOR I/29.33 P/49]

0

16 Kg. 180 2880





22

19

20

Three Phase Meter

[SOR I/32.13.2 P/62]

1 Each 133 133







10W CFL/ GLS lamp.

[SOR I/31.6 P/53] 2 Each 594 1188




32 Amps/415 Volts

[SOR I/25.17.3 P/33] 1 Each 192 192




13 sqmm (4mm dia)

[SOR I/37.36 P/72] 12 Mtr. 17 204

26















15.00mm

[SOR I/41.12.2.1 P/88] 6 Mtr. 111 666

40.00mm

[SOR I/41.12.2.5 P/88] 10 Mtr. 327 3270

23

24

25






20 Amps 0

[SOR I/27.13.1 P/41] 2 Each 2341 4682

0




0


[SOR I/29.34.4 P/49] 6 Kg. 650 3900

29





Armoured 3.5 Core

25 sqmm

[SOR I/41.1.8.1 P/81] 10 Mtr. 252 2520

70 sqmm

[SOR I/41.1.8.4 P/82] 6 Mtr. 538 3228






connections etc.

8 way without MCCB

[SOR I/27.10.2 P/41] 1 Each 10815 10815



per specification.

4'x36 Watt

[SOR I/29.19.2 P/47] 12 Each 50 600




70 Watt

[SOR I/29.20.1 P/47] 2 Each 444 888

27

28

30

31

32




required as per

specification.

11 Watt.

[SOR I/29.23.3 P/48] 2 Each 177 354




approved make.


[SOR I/29.5.3 P/45] 120 Mtr. 41 4920








amendments.


[SOR I/30.1 P/50] 2 Each 2276 4552







[SOR I/30.6.1 P/51] 4 Each 2918 11672







fixing as below:







33

34

35

36

37

[SOR I/31.3.2 P/52] 16 Each 1360 21760


HP SV/MH side





purity electro mechanically brightened

aEachdized alluminium reflector/with ripples

embossing above the lamp, lamp









suitable for:

70 Watt. 1 Each 5433 5433

[SOR I/31.9.1 P/54]

Total 303182

Say 3.03 Lakhs


38




S.No Items Qty. Unit Rate Amount1 Surface dressing of ground including removing

vegetation and in ‐equalities Eacht exceeding15


and lift upto 1.50 m

[SOR I/2.1.1 P/23] 1.18 100sqm 803 947.54










mechanical means).

All kinds of soil.

[SOR I/2.8.1 P/23] 85.02 cum. 131 11137.62



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



meters.

Ordinary Rock

[SOR I/2.9.1 P/23] 34.01 cum. 216 7346.16

4 EXTRA for every excavating 34.01 cum. 289.44 9843.8544






lift upto 1.5m.

[SOR I/2.25 P/26] 85.02 cum 72 6121.44

ABSTRACT ESTIMATE FOR THE CONSTUCTION OF E TYPE AT AADHARTAL

JABALPUR

2

3

AADHARTAL JABALPUR





dressing complete.

[SOR I/2.27 P/26] 17.67 cum 672 11874.24




complete.

[SOR I/2.28 P/26] 33.28 cum. 471 15674.88







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




SOR I/2.32 P/27 117.8 sqm. 136 16020.8







SOR I/ 4.17 P/ 48 30 sqm 351 10530


of specified grade excluding the cost of

centering and shuttering ‐ All work upto plinth

level: With 40mm Eachminal size graded stone

aggregate.



[SOR I/4.1.2.1 P/45] 17.75 cum. 4403 78153.25






plinth level.


STONE AGGREGATE )

[SOR I/5.1.1 P/65] 30.23 cum. 5091 153900.93










Ground Floor

[SOR I/5.2.1 P/65] 42.59

RCC SLOPING 5.2

47.79 cum. 5202 248603.58

13 Extra for RCC work above floor two levelfor Each


SOR I/ 5.32 P/ 71 cum.

FOR ITEM ‐12 FFL 17.62 cum. 52.02 916.5924

FOR ITEM ‐12 SFL 3.94 cum. 104.04 409.9176

FOR ITEM ‐12 TFL 0 cum. 52.02 0

FOR ITEM ‐12 A FFL 2.26 cum. 52.02 117.5652

FOR ITEM ‐12 SFL 0.16 cum. 104.04 16.6464

FOR ITEM ‐12 TFL 0 cum. 52.02 0





etc. complete.

14


Upto Ground Floor

[SOR I/5.16 P/68] 7802.44 Kg. 62.9 490773.476





etc. complete.

FIRST FLOOR 1987.31 Kg. 0.2 397.462

SFL 410.49 Kg. 0.4 164.196



Foundations, Footings, Bases of columns, etc. for

concrete upto plinth level.

[SOR I/5.9.1 P/66] 37.52 sqm 174 6528.48






[SOR I/5.9.2 P/66] 98.29 sqm 267 26243.43




access platform

[SOR I/5.9.3 P/66] 473.09 sqm. 264 124895.76




[SOR I/5.9.7 P/66] 26.23 sqm. 332 8708.36

15 E Vertical and horizontal fins individullay or

forming box ,louvers, facia, eaves boards

[SOR I/5.9.14 P/66] 9.96 sqm 481 4790.76



projections.

[SOR I/5.24 P/69] 68 Mtr. 18.5 1258






[SOR I/6.5.2 P/85] 3.5 cum 4541 15893.5





cement mortor 1:6

SOR I/6.7.3.1 P/86 75.93 cum 5039 382611.27



respective items

a) First Floor 29.33 cum 92 2698.36








cement : 4 sand).

Ground Floor

[SOR I/6.15.3.2 P/87] 116.59 sqm. 580 67622.2

21 First Floor

[SOR I/6.15.3,& 6.17 P/87] 77.98 sqm. 591 46086.18

21 b First Floor

[SOR I/6.15.3,& 6.17 P/87] 0 sqm 602 0




[SOR I/6.18 P/88] 116.59 sqm. 127 14806.93






complete before plastering upto 10 meter height.

[SOR I/13.27 P/247] 78.4 sqm. 62 4860.8





Fixed to steel windows by welding. 588.3

[SOR I/9.43.1 P/140] 455 Kg. 91 41405



similar works, including applying a priming cost

of approved steel primer.

MS tube

[SOR I/10.23.1 P/182] 141.6 Kg. 110.4 15632.64

26

Providing and fixing pressed steel door frames









guards, lock strike plate and shock


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.

[SOR I/10.13.2.1 P/180] 183.2 Mtr. 431.4 79032.48




[SOR I/10.13.3.1 P/180] 65.3 Mtr. 472.05 30824.865

Fixing with 15x3mm lugs, 10cm long,

embedded in cement concrete blocks 15x10x

10cm of cement concrete 1:3:6 (1 cement : 3


Eachminal size). [SOR I/10.10.1 P/179]





and well matched 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


hinges with necessary screws.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/9.19.2 P/136] 21 sqm. 2237 46977


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





in 45 degree angle on both side forming








solvent adhesive etc. complete as per

direction of Engineer‐in‐Charge. Manufacturer's

specification and drawing.

[SOR I/9.168.2 P/164] 14.85

4.73

19.58 sqm. 3778 56103.3



complete.

250x16mm

[SOR I/9.65.2 P/143] 20 Each 326 6520




200x100mm

[SOR I/9.66.2 P/143] 30 Each 93 2790



250x20x6mm

[SOR I/9.68.2 P/143] 30 Each 173 5190



125mm

[SOR I/9.69.1 P/143] 40 Each 60 2400




100x60x2.50mm

[SOR I/9.74.2 P/144] 60 Each 60 3600



etc. complete.

[SOR I/9.76 P/144] 20 Each 103 2060

30

31

32

33

34

35













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



[SOR I/21.1.1.2 P/362] 171.9 Kg. 377 64806.3






for separately).



[SOR I/21.1.2.2 P/362] 171.9

30.77

202.67 Kg. 425 73057.5






[SOR I/9.43.1 P/140] 588.3 Kg. 91 53535.3



as well as curvilinear portions of the building

all complete as per the architectural drawings

with 8mm thick stone slab over 20mm thick






complete as specified and as directed by

Engineer‐in‐Charge:



[SOR I/11.32 P/203] 4

24.73

28.73 sqm. 3663 105237.99



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] 22.5 sqm. 1043 23467.5







[SOR I/11.35 P/203] 3.03 sqm. 1012 3066.36






risers of steps and dados over 12mm thick bed

of cement mortar 1:3 (1 cement : 3 sand) and




[SOR I/11.48 P/204] 51.68 sqm. 937 48424.16





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


[SOR I/11.45 P/204] 9.9 sqm. 718 7108.2




approved Make in all colours and shades, laid on

20mm thick cement mortar 1:4 (1 cement : 4



complete.


[SOR I/11.53.2 P/205] 145.8 sqm. 894 130345.2









of Engineer‐in‐Charge.

[SOR I/11.75 P/210] 0 sqm. 586 0


mortar 1:6 (1 cement : 6 sand).

[SOR I/13.1.2 P/244] 566.86 sqm. 110 62354.6



[SOR I/13.3.2 P/244] 414.64 sqm. 156 64683.84


sand).

[SOR I/13.8.1 P/244]

201.25 sqm. 96 19320






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] 75 sqm. 314 23550





cement primer.

[SOR I/13.47.1 P/249] 201.25

566.86

768.11 sqm. 60 12075








[SOR I/13.41 P/248]

566.86 sqm. 74 41947.64

52 plastic emulsion 0` sqm. 0 0





@ 2.20 Kg/10 sqm).

[SOR I/13.54.1 P/250] 1926.2 sqm. 132 254258.4



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] 70

50.4

120.4 sqm. 77 5390

55 wc water proof

SOR I/22









approved by



























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.









[SOR I/22.7.1 P/373] 107.8 sqm 885 95403

TOTAL 3153703.66

SAY 31.53 LAC


MP Housing & Inf.Development MP Housing & Inf.DevelopmentBoard Sub Dn.Hathital Jabalpur Board Sub Dn.Hathital Jabalpur



1 Providing and fixing water closet squatting pan










rests.

[SOR I/17.1.1 P/290] 1 Each 2995 2995

ABSTRACT ESTIMATE FOR THE CONSTUCTION OF E TYPE BUILDING AT AADHARTAL

JABALPUR



pan) with seat and lid, 10 liter low level P.V.C.

flushing cistern, including flush pipe, with

manually controlled device (handle lever),

conforming to IS:7231, with all fittings and

fixtures complete including cutting and making

good the walls and floors wherever required.

WC pan with ISI marked black solid plastic seat

and lid.

[SOR I/17.2.2 P/290] 2 Each 3013 6026

[SOR I/17.8.1 P/291] 2 Each 3478 6956








taps

.

[SOR I/17.11.1 P/292] 3 Each 2460 7380

4 KITCHEN SIMK

510X1040

[SOR I/17.14.1.4 P/293] 1 Each 5286 5286

5 MIRROR


SOR I 17.68.2 P/303



SOR I 17.70.2 P/303





Single socketed pipes for workingpressure

of 4 Kg/Sqcm.


3.2mm).

[SOR I/17.58.1 P/301] 55 Mtr. 136 7480


3.2mm).

[SOR I/17.58.2 P/301] 30 Mtr. 238 7140


thickness 3.2mm).

[SOR I/19.4.2 P/340] 20 Mtr. 477 9540


trap grade SP1 complete with CI grating brick






bricks

[SOR I/19.7.1.1 P/341] 4 Each 1764 7056






A Coupler

75mm

[SOR I/17.59.1.1 P/301] 3 Each 117 351

B 110mm

[SOR I/17.59.1.2 P/301] 3 Each 154 462


75x75x75mm

[SOR I/17.59.3.1 P/301] 3 Each 219 657

D 110x110x110mm

[SOR I/17.59.3.2 P/301] 3 Each 346 1038


75x75x75mm

[SOR I/17.59.4.1 P/301] 3 Each 201 603

F 110x110x110mm

[SOR I/17.59.4.2 P/301] 3 Each 266 798

G Bend 87.5 Deg.

75mm bend

[SOR I/17.59.5.1 P/301] 3 Each 117 351

H 110mm bend

[SOR I/17.59.5.2 P/301] 6 Each 172 1032

I Shoe (Plain)


[SOR I/12.33.6.1 P/224]


[SOR I/12.33.6.2 P/224]

6 Each 300 1800

8





[SOR I/17.61.1 P/302] 8 Each 517 4136






[SOR I/18.10.1 P/317] 30 Mtr. 211 6330


[SOR I/18.10.3 P/317] 40 Mtr. 300 12000


[SOR I/18.10.5 P/317] 25 Mtr. 479 11975


[SOR I/18.10.6 P/317] 20 Mtr. 596 11920


15 mm bore

sor I 18.50.1 p/330 10 Each 306 3060


of appd quality

sor I 18.33.1p/326

a 25 mm 2 Each 341 682

b 40 mm 1 491 491

c 50 mm 0 Each 639 0


150 mm diameter

SOR I/18.64.2 P/331 3 Each 155 465




SOR I/18.60 P/331

16 Providing & placing on terrace at all floor levels




flow pipe

SOR I/18.49 P/330 2000 LITRE 7 14000





foundation concrete 1:4:8 mix (1 cement : 4


Eachminal size) inside plaster 12mm thick with

cement mortar 1:3 (1 cement : 3 sand) finished

with floating coat of neat cement and making

channels in cement concrete 1:2:4 (1 cement :

2 sand : 4 graded stone aggregate 20mm








Kg).

[SOR I/19.9.1 P/342] 2 Each 7997 15994

Total 160826

Say 1.68 Lakh

17










specification for:



[SOR I/4.1 P/11]





[SOR I/4.2 P/11]












board.

[SOR I/4.5 P/11]







[SOR I/4.6 P/11] 3

2

ABSTRACT ESTIMATE FOR THE CONSTUCTION OF E TYPE QUARTERS AT

AADHARTAL JABALPURAADHARTAL JABALPUR PART‐C INTERNAL ELECTRIFICATION

1


2x2.5 sqmm 60 Mtr. 117 7020

4x2.5 sqmm 40 Mtr. 176 7040

6x2.5 sqmm 30 Mtr. 225 6750

8x2.5 sqmm 8 Mtr. 277 2216










specification for:

On Separate Board

[SOR I/9.1 P/14]








100 Watt (2 Module)

[SOR I/29.31.1 P/49] 60 Each 574 34440



materials complete.

Ding Dong bell

[SOR I/29.3.2 P/45] 1 Each 107 107


type metal box with




1 or 2 Module

[SOR I/18.2.1 P/20] 48 Each 156 7488

3 Module

[SOR I/18.2.2 P/20] 40 Each 208 8320

4 Module

[SOR I/18.2.3 P/20] 32 Each 236 7552

6 Module

5

6

7

4

[SOR I/18.2.4 P/20] 24 Each 326 7824

8/9 Module

[SOR I/18.2.5 P/20] 24 Each 400 9600

12 Module

[SOR I/18.2.6 P/20] 6 Each 487 2922

18 Module

[SOR I/18.2.8 P/20] 6 Each 560 3360







2 Wire Sub Main


[SOR I/23.1.3 P/26] 30 Mtr. 172 5160

4 Wire Sub Main


[SOR I/23.4.3 P/26] 30 Mtr. 264 7920


[SOR I/23.4.4 P/26] 5 Mtr. 431 2155





[SOR I/16.1 P/19]


Moulded Case






at 415 V.


[SOR I/27.1.1.1 P/37] 1 Each 1693 1693






Single Pole (SP)


[SOR I/27.5.1.2 P/39] 36 Each 205 7380

Four Pole (FP)


11

8

9

10

[SOR I/27.5.6.4 P/39] 3 Each 1975 5925

12





bar,



6 way (8+18)

[SOR I/27.8.3 P/40] 1 Each 3650 3650

8 way (8+24)

[SOR I/27.8.4 P/40] 1 Each 4379 4379






[SOR I/37.1 P/69] 1 Each 3017 3017




labour.

[SOR I/37.2.1 P/69]



etc. as required.

[SOR I/37.15 P/70]






2 Pair

[SOR I/38.2.2 P/74]


Modular (1 module).

[SOR I/38.6 P/74]

5 Each 129 645

18







[SOR I/38.1 P/74]

13

14

15

16

17

160 Mtr. 28 4480


(1 module)

[SOR I/38.8 P/74]

12 Each 129 1548









standard drawing.

[SOR I/32.5 P/61] 28 Each 140 3920









21












specification.

[SOR I/29.33 P/49]

0

32 Kg. 180 5760





22

19

20

Three Phase Meter

[SOR I/32.13.2 P/62] 1 Each 133 133







10W CFL/ GLS lamp.

[SOR I/31.6 P/53] 6 Each 594 3564




32 Amps/415 Volts

[SOR I/25.17.3 P/33] 3 Each 192 576




13 sqmm (4mm dia)

[SOR I/37.36 P/72] 30 Mtr. 17 510

26















15.00mm

[SOR I/41.12.2.1 P/88] 12 Mtr. 111 1332

40.00mm

[SOR I/41.12.2.5 P/88] 20 Mtr. 327 6540

23

24

25






20 Amps

[SOR I/27.13.1 P/41] 4 Each 2341 9364




Copper bus bar strips with PVC sleeves.

[SOR I/29.34.4 P/49] 10 Kg. 650 6500

29





Armoured 3.5 Core

25 sqmm

[SOR I/41.1.8.1 P/81] 18 Mtr. 252 4536

70 sqmm

[SOR I/41.1.8.4 P/82] 12 Mtr. 538 6456






connections etc.

8 way without MCCB

[SOR I/27.10.2 P/41] 1 Each 10815 10815



per specification.

4'x36 Watt

[SOR I/29.19.2 P/47] 24 Each 50 1200




70 Watt

[SOR I/29.20.1 P/47] 6 Each 444 2664

31

32

27

28

30




required as per

specification.

11 Watt.

[SOR I/29.23.3 P/48] 6 Each 177 1062




approved make.


[SOR I/29.5.3 P/45] 272 Mtr. 41 11152








amendments.


[SOR I/30.1 P/50] 8 Each 2276 18208







[SOR I/30.6.1 P/51] 8 Each 2918 23344







fixing as below:







35

36

37

33

34

[SOR I/31.3.2 P/52] 28 Each 1360 38080


HP SV/MH side
















suitable for:

70 Watt. 2 Each 5433 10866

[SOR I/31.9.1 P/54]

Total 532353

Say 5.32 Lakhs


38




1

Surface dressing of ground including

removing vegetation and in ‐equalities Eacht

exxeding 15 cm deep and disposal of

rubbish lead upto 50 m and lift upto 1.50 m

.

[SOR I/2.1.1 P/23] 1.65 100sqm 803 1324.95

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] 118.8 cum. 131 15562.8



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] 34.01 cum. 216 7346.16


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] 118.8 cum 72 8553.6

ABSTRACT ESTIMATE FOR THE CONSTUCTION OF F‐ TYPE AT AADHARTAL

JABALPUR

2

3

AADHARTAL JABALPUR PART‐A CIVIL WORKS

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] 24.75 cum 672 16632

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] 43.07 cum. 471 20285.97

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/27 165 sqm. 136 22440

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/ 48 45 sqm 351 15795

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.



[SOR I/4.1.2.1 P/45] 24.99 cum. 4403 110030.97

11

Providing and laying in position specified

grade of reinforced cement concrete (with


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] 46.15 cum. 5091 234949.65

12

Reinforced cement concrete work (with


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




Ground Floor

[SOR I/5.2.1 P/65] 72.66

RCC SLOPING 7.64

80.3 cum. 5202 417720.6

13Extra for RCC work above floor two levelfor

Each floor or part there of

SOR I/ 5.32 P/ 71 cum

FOR ITEM ‐12 FFL 33.79 cum 52.02 1757.7558

FOR ITEM ‐12 SFL 5.08 cum 104.04 528.5232

FOR ITEM ‐12 TFL 0 cum 52.02 0

FOR ITEM ‐12 A FFL 3.74 cum 52.02 194.5548

FOR ITEM ‐12 SFL 0.16 cum 104.04 16.6464





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] 12644.3 Kg. 62.9 795326.4714




binding wire upto floor two level


FIRST FLOOR 3753.02 Kg. 0.2 750.604

SFL 523.8 Kg. 0.4 209.52

TFL 0 Kg. 0.6 0

15

Centering and shuttering including strutting,


for:Foundations, footings, bases of

coloumns, etc for concrete upto plinth level

[SOR I/5.9.1 P/66] 60.36 sqm 174 10502.64

15 B



Walls (any thickness) including attached

pilaster butteresses, plinth beams and

string courses etc. upto plinth level.

[SOR I/5.9.2 P/66] 146.16 sqm 267 39024.72

15 C



Suspended floors, roofs, landings,

balconies and access platform

[SOR I/5.9.3 P/66] 799.3 sqm. 264 211015.2

15 D



Stairs (excluding landing) except spiral

staircases.

[SOR I/5.9.7 P/66] 33.23 sqm. 332 11032.36

15 E

Vertical & horizontal Fins individually or

forming Box, Louvers, Facia, Eves Boards.

[SOR I/5.9.14 P/66] 16.2 sqm 481 7792.2

16

Providing for plaster drip course/ groove in


projections.

[SOR I/5.24 P/69] 42 Mtr. 18.5 777

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] 5.25 cum 4541 23840.25

18

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 97.44 cum 5039 491000.16

19

EXTRA for brick work in super structure

above floor level for Each addl. Floor or part

thereof respective items




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.


Ground Floor

[SOR I/6.15.3.2 P/87] 300.12 sqm. 580 174069.6

21 First Floor

[SOR I/6.15.3,& 6.17 P/87] 150.06 sqm. 591 88685.46

21 b First Floor

[SOR I/6.15.3,& 6.17 P/87] 0 sqm 602 0

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] 300.12 sqm. 127 38115.24

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] 116 sqm. 62 7192

24

Providing and fixing MS grills of required




complete.

Fixed to steel windows by welding. 839 Kg. 91 76349

[SOR I/9.43.1 P/140] 0

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] 282 Kg. 110.4 31132.8

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



[SOR I/10.13.2.1 P/180] 140 Mtr. 431.4 60396

27

Profile E of 1.60mm thick Double rebate



[SOR I/10.13.3.1 P/180] 14.2 Mtr. 472.05 6703.11

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 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] 49.98 sqm. 2237 111805.26

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

il MS f h ll h t f t lchannel 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

29

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

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] 12.6

39.6

52.2 sqm. 3778 47602.8


steel sliding door bolts with nuts and

screws etc. complete.

250x16mm

[SOR I/9.65.2 P/143] 36 Each 326 11736


steel tower bolt black finish (barrel type)

with necessary screws etc. complete.

200x100mm

[SOR I/9.66.2 P/143] 38 Each 93 3534

30

31


steel door latches etc. complete.

250x20x6mm

[SOR I/9.68.2 P/143] 36 Each 173 6228


steel handles with necessary screws etc.

complete.

125mm

[SOR I/9.69.1 P/143] 70 Each 60 4200

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] 90 Each 60 5400

Providing and fixing stainless steel

hanging type floor door stopper with

necessary screws, etc. complete.

[SOR I/9.76 P/144] 36 Each 103 3708

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 with

required EPDM rubber/neoprene gasket etc.

Alluminium sections shall be smooth, rust

free, straight, mitred and jointed

mechanically wherever required including



screws, all complete as per architectural

drawings and the directions of Engineer‐

in‐Charge (Glazing and panelling and dash


For Fixed Portion



[SOR I/21.1.1.2 P/362] 230.4 Kg. 377 86860.8

32

33

34

35

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).



[SOR I/21.1.2.2 P/362] 230.4

43.44

273.84 Kg. 425 97920

38

Providing and fixing MS grills of required




complete.


[SOR I/9.43.1 P/140] 696 Kg. 91 63336

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] 8

0

8 sqm. 3663 29304

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] 50.46 sqm. 1043 52629.78

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] 10.32 sqm. 1012 10443.84

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] 130.2 sqm. 937 121997.4

43

Providing and laying Ceramic glazed tiles


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


complete.

[SOR I/11.45 P/204] 22.08 sqm. 718 15853.44

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.


[SOR I/11.53.2 P/205] 286.68 sqm. 894 256291.92

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


[SOR I/11.75 P/210] 0 sqm. 586 0

46

12mm cement plaster of mix in cement


[SOR I/13.1.2 P/244] 1199.16 sqm. 110 131907.6

47

20mm cement plaster of mix in cement


[SOR I/13.3.2 P/244] 576.52 sqm. 156 89937.12

486mm cement plaster of mix 1:3 (1 cement :

3 sand).

[SOR I/13.8.1 P/244]

359.48 sqm. 96 34510.08

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 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] 100 sqm. 314 31400

50

Distempering with oil bound washable


manufacture to give an even shade new

work (two or more coats) over and including


[SOR I/13.47.1 P/249] 1199.16

359.48

1558.64 sqm. 60 71949.6

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


labour and scaffold etc. in all position

complete.

[SOR I/13.41 P/248]

1199.16 sqm. 74 88737.84

52 plastic emulsion 0 sqm. 0 0

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] 576.52 sqm. 132 76100.64

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] 100

119.95

219.95 sqm. 77 7700

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


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


adjoining walls upto 300mm height

including rounding of junctions walls and

slabs.


second coat of cement slurry using 2.75

Kg/sqm of cement admixed with water


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


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.


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).



[SOR I/22.7.1 P/373] 165 sqm 885 146025

1541 total 4575718.3

SAY 45.76 LACS


MP Housing & Infrastructure Dev. MP Housing & Infrastructure Dev.




1

Providing and fixing water closet squatting

pan (Indian type WC pan) with 100mm sand

cast iron 'P' or 'S' trap, UPVC or S trap, 10

liter low level white PVC flushing cistern,

including flush pipe, with manually

controlled device (handle lever)


fixtures complete including cutting and

making good the walls and floors

wherever required.White vitreous China

Orissa Pattern WC pan of size 580x440mm

with integral type foot rests.

[SOR I/17.1.1 P/290] 4 Each 2995 11980

2

Providing and fixing white vitreous china

pedestal type water closet (European type

WC pan) with seat and lid, 10 liter low level

P.V.C. flushing cistern, including flush pipe,

with manually controlled device (handle

lever), conforming to IS:7231, with all

fittings and fixtures complete including

cutting and making good the walls and

floors wherever required. WC pan with ISI

marked black solid plastic seat and lid.

[SOR I/17.2.2 P/290] 0 Each 3013 0

[SOR I/17.8.1 P/291] 8 Each 3478 27824

3

Providing and fixing wash basin with CI

brackets, 15mm CP brass pillar tapes, 32mm

CP brass waste of standard pattern,

including painting of fittings and brackets,

cutting and making good the walls wherever

require:White vitreous China flat back wash

basin size 630x450mm with a pair of 15mm

CP brass pillar taps

.

[SOR I/17.11.1 P/292] 8 Each 2460 19680

4 KITCHEN SIMK

510X1040

[SOR I/17.14.1.4 P/293] 4 Each 5286 5286

5 MIRROR


ABSTRACT ESTIMATE FOR THE CONSTUCTION OF F TYPE BUILDING AT

AADHARTAL JABALPUR

SOR I 17.68.2 P/303



SOR I 17.70.2 P/303

7

Providing and fixing unplasticised Rigid

PVC soil and waste pipes conforming to

IS:13592 Type‐B including jointing with seal

ring conforming to IS:5382 leaving 10mm

gap for thermal expansion. Single socketed

pipes for workingpressure of 4 Kg/Sqcm.

A75mm diameter (minimum wall

thickness 3.2mm).

[SOR I/17.58.1 P/301] 110 Mtr. 136 14960

B110mm diameter (minimum wall

thickness 3.2mm).

[SOR I/17.58.2 P/301] 50 Mtr. 238 11900

C160mm OUTER diameter (minimum wall

thickness 3.2mm).

[SOR I/19.4.2 P/340] 30 Mtr. 477 14310

Providing and fixing square mouth SW

gully trap grade SP1 complete with CI

grating brick masonry chamber with water

tight CI cover with frame of 300x300mm

size (inside) the weight of cover to be Eacht

less than 4.50 Kg. and frame to be Eacht

less than 2.70 Kg. as per standard design.

100x100mm size P type With well burnt

bricks

[SOR I/19.7.1.1 P/341] 16 Each 1764 28224

9

Providing and fixing unplasticised PVC

moulded fittings/accessories for

unplasticised Rigid PVC soil waste pipes

conforming to IS:13592 Type‐A including

jointing with seal ring conforming to

IS:5382 leaving 10mm gap for thermal

expansion.

A Coupler

75mm

[SOR I/17.59.1.1 P/301] 10 Each 117 1170

B 110mm

[SOR I/17.59.1.2 P/301] 10 Each 154 1540


75x75x75mm

[SOR I/17.59.3.1 P/301] 10 Each 219 2190

D 110x110x110mm

[SOR I/17.59.3.2 P/301] 10 Each 346 3460


75x75x75mm

8

[SOR I/17.59.4.1 P/301] 10 Each 201 2010

F 110x110x110mm

[SOR I/17.59.4.2 P/301] 10 Each 266 2660

G Bend 87.5 Deg.

75mm bend

[SOR I/17.59.5.1 P/301] 10 Each 117 1170

H 110mm bend

[SOR I/17.59.5.2 P/301] 10 Each 172 1720

I Shoe (Plain)

75mm Shoe (minimum wall thickness

1.8mm)

[SOR I/12.33.6.1 P/224]

J110mm Shoe (minimum wall thickness

2.2mm)

[SOR I/12.33.6.2 P/224]

10 Each 300 3000

10

Providing and fixing UPVC trap of self

cleansing design complete including cost of

cutting and making good the wall and floors.


[SOR I/17.61.1 P/302] 10 Each 517 5170

11

Providing and fixing GI pipes complete with

GI fittings and clamps including cutting

and making good the walls etc.



[SOR I/18.10.1 P/317] 60 Mtr. 211 12660


[SOR I/18.10.3 P/317] 80 Mtr. 300 24000


[SOR I/18.10.5 P/317] 50 Mtr. 479 23950


[SOR I/18.10.6 P/317] 40 Mtr. 596 23840


15 mm bore

sor I 18.50.1 p/330 14 Each 306 4284

13P/F GUN metal gate valve with brass lever

handle of appd quality

sor I 18.33.1p/326

a 25 mm 4 Each 341 1364

b 40 mm 2 491 982

c 50 mm 0 Each 639 0

14P/F CP Brass shower Rose with 15 or 20 mm

inlet

150 mm diameter

SOR I/18.64.2 P/331 8 Each 155 1240

15P/F CP Brass wall mixer of appd quality and

make conf to IS SPECIFICATIONS


SOR I/18.60 P/331

16

Providing & placing on terrace at all floor

levels Polyethelene water stotage tank ISI

12701 mark with cover & suitab;le locking

arreangement ang making necessary holes

for inlet ,outlet and over flow pipe

SOR I/18.49 P/330 4000 LITRE 7 28000

Constructing brick masonry manhole in

cement mortar 1:4 (1 cement : 4 sand) RCC

top slab with 1:2:4 mix (1 cement : 2

coarse sand : 4 graded stone aggregate

20mm Eachminal size), foundation concrete

1:4:8 mix (1 cement : 4 sand : 8 graded

stone aggregate 40mm Eachminal size)

inside plaster 12mm thick with cement

mortar 1:3 (1 cement : 3 sand) finished

with floating coat of neat cement and

making channels in cement concrete 1:2:4

(1 cement : 2 sand : 4 graded stone

aggregate 20mm Eachminal size) finished

with a floating coat of neat cement

complete as per standard design.



455x610mm internal dimensions total

weight of cover and frame to be Eacht less

than 38 kg. (weight of cover 23 kg. and

weight of frame 15 Kg).

[SOR I/19.9.1 P/342] 4 Each 7997 31988

Total 344754

Say 3.48 Lakh




17










specification for:



[SOR I/4.1 P/11]





[SOR I/4.2 P/11]








conduit (HMS) ISI marked of suitable size and

1.5 sqmm PVC insulated copper earth continuity



board.

[SOR I/4.5 P/11]



with copper multi strand conductor ISI marked

in concealed rigid PVC conduit (HMS) of ISI marked



ABSTRACT ESTIMATE FOR THE CONSTUCTION OF AI CENTRE AT AADHARAL


1

2

3

[SOR I/4.6 P/11]


2x2.5 sqmm 60 Mtr. 117 7020

4x2.5 sqmm 40 Mtr. 176 7040

6x2.5 sqmm 30 Mtr. 225 6750

8x2.5 sqmm 8 Mtr. 277 2216


sheet) for 3 pin 16 Amp socket outlet point with

4 sqmm PVC insulated cable FR with


concealed rigid PVC conduit (HMS) ISI

marked of suitable size etc. with 16 Amp FT

switch and socket/SS combined 6/16 Amp of ISI

marked and 4 sqmm PVC insulated copper earth

continuity conductor of green colour inside conduit

as per specification for:

On Separate Board

[SOR I/9.1 P/14]








100 Watt (2 Module)

[SOR I/29.31.1 P/49] 60 Each 574 34440



materials complete.

Ding Dong bell

[SOR I/29.3.2 P/45] 1 Each 107 107


type metal box with




1 or 2 Module

[SOR I/18.2.1 P/20] 40 Each 156 6240

3 Module

[SOR I/18.2.2 P/20] 40 Each 208 8320

4 Module

4

3

5

6

7

[SOR I/18.2.3 P/20] 32 Each 236 7552

6 Module

[SOR I/18.2.4 P/20] 24 Each 326 7824

8/9 Module

[SOR I/18.2.5 P/20] 24 Each 400 9600

12 Module

[SOR I/18.2.6 P/20] 6 Each 487 2922

18 Module

[SOR I/18.2.8 P/20] 6 Each 560 3360





2mm thick accessories, connection etc. as

required as per specification.

2 Wire Sub Main


[SOR I/23.1.3 P/26] 30 Mtr. 172 5160

4 Wire Sub Main


[SOR I/23.4.3 P/26] 30 Mtr. 264 7920


[SOR I/23.4.4 P/26] 5 Mtr. 431 2155





[SOR I/16.1 P/19]


Moulded Case



interrupting capacity (kA) at 415 volts cited

against their range standard conforming to IS:8828.


at 415 V.


[SOR I/27.1.1.1 P/37] 1 Each 1693 1693



suitable for 240/415 Volts, 50 Cycle, 10 kA Value

AC supply confirming to IS:8828‐1996, IEC: 60898‐


Single Pole (SP)


8

9

10

11

[SOR I/27.5.1.2 P/39] 36 Each 205 7380

Four Pole (FP)


[SOR I/27.5.6.4 P/39] 3 Each 1975 5925

12





bar,



6 way (8+18)

[SOR I/27.8.3 P/40] 1 Each 3650 3650

8 way (8+24)

[SOR I/27.8.4 P/40] 1 Each 4379 4379






[SOR I/37.1 P/69] 1 Each 3017 3017




labour.

[SOR I/37.2.1 P/69]



etc. as required.

[SOR I/37.15 P/70]


size solid annealed copper conductor

PVC insulated telephone cable as per DOT



2 Pair

[SOR I/38.2.2 P/74]


Modular (1 module).

[SOR I/38.6 P/74]

5 Each 129 645

13

14

15

16

17

18







[SOR I/38.1 P/74]

160 Mtr. 28 4480


(1 module)

[SOR I/38.8 P/74]

12 Each 129 1548







headed screws, one lock at the corners. Clamp

shall be made of 12mm dia MS bar bent to shape

as per standard drawing.

[SOR I/32.5 P/61] 28 Each 140 3920

21




required gasket for dust/vermin proof with

degree of protection IP42 suitable for 415 V 3

phase, 50 Hz. 4 wire system fabricated out of CRCA

sheet upto 2mm thick (1.6mm for doors) with

frame work of angle/iron/channel/ bolted type

construction duly compartmentalized for incomer,

bus section, outgoings, cable alleys and CT, PT

Ampere meter, Volt meter, selector switches,

frequency meter, phase indicating lamps, energy

meter complete including cost of bus bar support,

detachable cable gland plates, 2 earthing terminals,

internal wiring and fixing of separately

supplied MCBs, MCCBs panel mounted change

over switch/ SFUs, etc. as required but excluding



specification.

19

20

[SOR I/29.33 P/49]

0

32 Kg. 180 5760





Three Phase Meter

[SOR I/32.13.2 P/62]

1 Each 133 133







10W CFL/ GLS lamp.

[SOR I/31.6 P/53] 6 Each 594 3564




32 Amps/415 Volts

[SOR I/25.17.3 P/33] 3 Each 192 576




13 sqmm (4mm dia)

[SOR I/37.36 P/72] 30 Mtr. 17 510

26






22

23

24

25










15.00mm

[SOR I/41.12.2.1 P/88] 12 Mtr. 111 1332

40.00mm

[SOR I/41.12.2.5 P/88] 20 Mtr. 327 6540






20 Amps 0

[SOR I/27.13.1 P/41] 4 Each 2341 9364

0




0


[SOR I/29.34.4 P/49] 8 Kg. 650 5200

29





Armoured 3.5 Core

25 sqmm

[SOR I/41.1.8.1 P/81] 18 Mtr. 252 4536

70 sqmm

[SOR I/41.1.8.4 P/82] 12 Mtr. 538 6456






connections etc.

8 way without MCCB

[SOR I/27.10.2 P/41] 1 Each 10815 10815

27

28

30



per specification.

4'x36 Watt

[SOR I/29.19.2 P/47] 22 Each 50 1100




70 Watt

[SOR I/29.20.1 P/47] 6 Each 444 2664



ballast ISI marked BC/ES cap of approved make

as required as per

specification.

11 Watt.

[SOR I/29.23.3 P/48] 6 Each 177 1062




approved make.


[SOR I/29.5.3 P/45] 240 Mtr. 41 9840


electric ceiling fan of double ball bearing

complete with standard down rod, caEachpy,

hanging, shackle, alluminium blades, without

regulator, AC 230‐250 volts including connections

with all necessary material complete as

required confirming to IS:374/1979 with upto

date amendments.


[SOR I/30.1 P/50] 6 Each 2276 13656







[SOR I/30.6.1 P/51] 6 Each 2918 17508

36

31

32

33

34

35



powder coated CRCA sheet steel housing box

type channel with reflector cover including

electronic ballast (HF), PF > 0.95, THD < 30%

complete duly wire (with tube rod) as per

specification and fixing as below:

Fixing by stiff pendant arrangement with two

pieces of steel conduit 19/20 dia 16 SWG and other

necessary materials such as ball socket,

wooden round block with 'J' hook/anchor hole

fasteners fixed in ceiling including connection

and as required for length upto 1.5 meter.

[SOR I/31.3.2 P/52] 24 Each 1360 32640


HP SV/MH side
















suitable for:

70 Watt. 1 Each 5433 5433

[SOR I/31.9.1 P/54]

Total 495116

Say 4.95 Lakhs


37

38





1 Surface dressing of ground including removing

vegetation and in ‐equalities Eacht exxeding 15



[SOR I/2.1.1 P/23] 1.73 100sqm 803 1389.19










mechanical means).

All kinds of soil.

[SOR I/2.8.1 P/23] 182.16 cum. 131 23862.96



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



meters.

Ordinary Rock

[SOR I/2.9.1 P/23] 109.3 cum. 216 23608.8







lift upto 1.5m.

[SOR I/2.25 P/26] 182.16 cum 72 13115.52

ABSTRACT ESTIMATE FOR THE CONSTUCTION OF G‐ TYPE AT AADHARTAL

JABALPUR

2

3

AADHARTAL JABALPUR





dressing complete.

[SOR I/2.27 P/26] 25.95 cum 672 17438.4




complete.

[SOR I/2.28 P/26] 78.71 cum. 471 37072.41







foundation structure treatment @ 7.50 litre

/sqm of the vertical surface substructure for Each

side. STAGE 3:‐ surface treatment by by



.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




SOR I/2.32 P/27 173 sqm. 136 23528







SOR I/ 4.17 P/ 48 45 sqm 351 15795


of specified grade excluding the cost of

centering and shuttering ‐ All work upto plinth

level: With 40mm Eachminal size graded stone

aggregate.



[SOR I/4.1.2.1 P/45] 31.79 cum. 4403 139971.37






plinth level.


STONE AGGREGATE )

[SOR I/5.1.1 P/65] 72.31 cum. 5091 368130.21










Ground Floor

[SOR I/5.2.1 P/65] 119.58

RCC SLOPING 11.37

130.95 cum. 5202 681201.9



SOR I/ 5.32 P/ 71 cum

FOR ITEM ‐12 FFL 37.84 cum 52.02 1968.4368

FOR ITEM ‐12 SFL 37.84 cum 104.04 3936.8736

FOR ITEM ‐12 TFL 6.06 cum 52.02 315.2412

FOR ITEM ‐12 A FFL 3.74 cum 52.02 194.5548

FOR ITEM ‐12 SFL 0.16 cum 104.04 16.6464






etc. complete.


Upto Ground Floor

[SOR I/5.16 P/68] 20325.8 Kg. 62.9 1278492.8





etc. complete.

FIRST FLOOR 4157.82 Kg. 0.2 831.564

SFL 4157.82 Kg. 0.4 1663.128

TFL 621.6 Kg. 0.6 372.96

14



for:Foundations, footings, bases of coloumns,

etc for concrete upto plinth level

[SOR I/5.9.1 P/66] 88.32 sqm 174 15367.68






[SOR I/5.9.2 P/66] 170.56 sqm 267 45539.52




access platform

[SOR I/5.9.3 P/66] 1317.72 sqm. 264 347878.08




[SOR I/5.9.7 P/66] 49.85 sqm. 332 16550.2

15 E Vertical and horizontal fins individullay or

forming box ,louvers, facia, eaves boards

[SOR I/5.9.14 P/66] 23.52 sqm 481 11313.12



projections.

[SOR I/5.24 P/69] 64 Mtr. 18.5 1184






[SOR I/6.5.2 P/85] 5.25 cum 4541 23840.25





cement mortor 1:6

SOR I/6.7.3.1 P/86 136.64 cum 5039 688528.96



respective items



C) THIRD FLOOR 23.98 cum 276 6618.48






cement : 4 sand).

Ground Floor

[SOR I/6.15.3.2 P/87] 460.08 sqm. 580 266846.4

22 First Floor

[SOR I/6.15.3,& 6.17 P/87] 153.36 sqm. 591 90635.76

22 b SECOND Floor

[SOR I/6.15.3,& 6.17 P/87] 153.36 sqm 602 92322.72




[SOR I/6.18 P/88] 460.08 sqm. 127 58430.16






complete before plastering upto 10 meter

height.

[SOR I/13.27 P/247] 174 sqm. 62 10788





Fixed to steel windows by welding. 1108.5 Kg. 91 100873.5

[SOR I/9.43.1 P/140] 0



similar works, including applying a priming cost

of approved steel primer.

MS tube

[SOR I/10.23.1 P/182] 423 Kg. 110.4 46699.2

27 Providing and fixing pressed steel door frames









guards, lock strike plate and shock




applying a coat of approved steel primer after

pre‐treatment of the surface as directed by





[SOR I/10.13.2.1 P/180] 220 Mtr. 431.4 94908




[SOR I/10.13.3.1 P/180] 11.3 Mtr. 472.05 5334.165







veneers on both faces of shutters of such as

duro board, century or equivalent make.such as

duro board, century or equivalent make. 30mm


hinges with necessary screws

[SOR I/9.19.2 P/136] 74.97 sqm. 2237 167707.89


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





in 45 degree angle on both side forming








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


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] 12.6

59.4

18.9 sqm. 3778 47602.8



complete.

250x16mm

[SOR I/9.65.2 P/143] 54 Each 326 17604




200x100mm

[SOR I/9.66.2 P/143] 57 Each 93 5301



250x20x6mm

[SOR I/9.68.2 P/143] 6 Each 173 1038



125mm

[SOR I/9.69.1 P/143] 104 Each 60 6240




100x60x2.50mm

[SOR I/9.74.2 P/144] 180 Each 60 10800

32

31

33

34

35



etc. complete.

[SOR I/9.76 P/144] 72 Each 103 7416













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



[SOR I/21.1.1.2 P/362] 345.6 Kg. 377 130291.2






for separately).



[SOR I/21.1.2.2 P/362] 345.6

65.16

410.76 Kg. 425 146880






[SOR I/9.43.1 P/140] 1044 Kg. 91 95004

36



as well as curvilinear portions of the building

all complete as per the architectural drawings

with 8mm thick stone slab over 20mm thick






complete as specified and as directed by

Engineer‐in‐Charge:



[SOR I/11.32 P/203] 15

0

15 sqm. 3663 54945



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] 75.69 sqm. 1043 78944.67







[SOR I/11.35 P/203] 15.48 sqm. 1012 15665.76






risers of steps and dados over 12mm thick bed

of cement mortar 1:3 (1 cement : 3 sand) and




[SOR I/11.48 P/204] 176.4 sqm. 937 165286.8





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


[SOR I/11.45 P/204] 33.12 sqm. 718 23780.16








complete. Size of Tile 600x600x9‐10mm

[SOR I/11.53.2 P/205] 448.32 sqm. 894 400798.08



[SOR I/13.1.2 P/244] 1779.21 sqm. 110 195713.1



[SOR I/13.3.2 P/244] 803.32 sqm. 156 125317.92


sand).

[SOR I/13.8.1 P/244]

531.08 sqm. 96 50983.68










[SOR I/13.13 P/245] 150 sqm. 314 47100





cement primer.

[SOR I/13.47.1 P/249] 531.08

1779.21

2310.29 sqm. 60 31864.8








[SOR I/13.41 P/248] 1779.21 sqm. 74 131661.54





@ 2.20 Kg/10 sqm).

[SOR I/13.54.1 P/250] 803.32 sqm. 132 106038.24



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


[SOR I/13.69.1 P/252] 150

179.93

329.93 sqm. 77 11550









approved by



























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.









[SOR I/22.7.1 P/373] 173 sqm 885 153105

TOTAL 6827203.4

SAY 68.27 LACS





S.No Items Qty. Unit Rate Amount1 Providing and fixing water closet squatting pan










rests.

[SOR I/17.1.1 P/290] 4 Each 2995 11980



pan) with seat and lid, 10 liter low level P.V.C.

flushing cistern, including flush pipe, with

manually controlled device (handle lever),



good the walls and floors wherever required.

WC pan with ISI marked black solid plastic seat

and lid.

[SOR I/17.2.2 P/290] 0 Each 3013 0

[SOR I/17.8.1 P/291] 12 Each 3478 41736








taps

[SOR I/17.11.1 P/292] 12 Each 2460 29520

4 KITCHEN SIMK

510X1040

[SOR I/17.14.1.4 P/293] 12 Each 5286 5286

5 MIRROR


SOR I 17.68.2 P/303



SOR I 17.70.2 P/303

ABSTRACT ESTIMATE FOR THE CONSTUCTION OF G TYPE BUILDING AT

AADHARTAL JABALPUR

AADHARTAL JABALPUR





Single socketed pipes for workingpressure

of 4 Kg/Sqcm.


3.2mm).

[SOR I/17.58.1 P/301] 155 Mtr. 136 21080


3.2mm).

[SOR I/17.58.2 P/301] 90 Mtr. 238 21420


thickness 3.2mm).

[SOR I/19.4.2 P/340] 40 Mtr. 477 19080


trap grade SP1 complete with CI grating brick






bricks

[SOR I/19.7.1.1 P/341] 24 Each 1764 42336






A Coupler

75mm

[SOR I/17.59.1.1 P/301] 15 Each 117 1755

B 110mm

[SOR I/17.59.1.2 P/301] 15 Each 154 2310


75x75x75mm

[SOR I/17.59.3.1 P/301] 15 Each 219 3285

D 110x110x110mm 0

[SOR I/17.59.3.2 P/301] 15 Each 346 5190


75x75x75mm

[SOR I/17.59.4.1 P/301] 15 Each 201 3015

F 110x110x110mm

[SOR I/17.59.4.2 P/301] 15 Each 266 3990

G Bend 87.5 Deg.

75mm bend

[SOR I/17.59.5.1 P/301] 15 Each 117 1755

8

H 110mm bend

[SOR I/17.59.5.2 P/301] 15 Each 172 2580

I Shoe (Plain)


[SOR I/12.33.6.1 P/224]


[SOR I/12.33.6.2 P/224]

24 Each 300 7200





[SOR I/17.61.1 P/302] 24 Each 517 12408






[SOR I/18.10.1 P/317] 90 Mtr. 211 18990


[SOR I/18.10.3 P/317] 120 Mtr. 300 36000


[SOR I/18.10.5 P/317] 70 Mtr. 479 33530


[SOR I/18.10.6 P/317] 40 Mtr. 596 23840


15 mm bore

sor I 18.50.1 p/330 21 Each 306 6426


of appd quality

sor I 18.33.1p/326

a 25 mm 6 Each 341 2046

b 40 mm 3 491 1473

c 50 mm 0 Each 639 0


150 mm diameter

SOR I/18.64.2 P/331 12 Each 155 1860




SOR I/18.60 P/331

16 Providing & placing on terrace at all floor levels




flow pipe

SOR I/18.49 P/330 6000 LITRE 7 42000





foundation concrete 1:4:8 mix (1 cement : 4


Eachminal size) inside plaster 12mm thick with

cement mortar 1:3 (1 cement : 3 sand) finished

with floating coat of neat cement and making

channels in cement concrete 1:2:4 (1 cement :

2 sand : 4 graded stone aggregate 20mm








Kg).

[SOR I/19.9.1 P/342] 4 Each 7997 31988

Total 485367

Say 4.86 Lakh




17










specification for:



[SOR I/4.1 P/11]





[SOR I/4.2 P/11]












board.

[SOR I/4.5 P/11]







[SOR I/4.6 P/11]

ABSTRACT ESTIMATE FOR THE CONSTUCTION OF G TYPE QUARTERS AT

AADHARAL JABALPURAADHARTAL JABALPUR PART‐C INTERNAL ELECTRIFICATION

1

2

3


2x2.5 sqmm 78 Mtr. 117 9126

4x2.5 sqmm 52 Mtr. 176 9152

6x2.5 sqmm 30 Mtr. 225 6750

8x2.5 sqmm 8 Mtr. 277 2216










specification for:

On Separate Board

[SOR I/9.1 P/14]








100 Watt (2 Module)

[SOR I/29.31.1 P/49] 60 Each 574 34440



materials complete.

Ding Dong bell

[SOR I/29.3.2 P/45] 1 Each 107 107


type metal box with




1 or 2 Module

[SOR I/18.2.1 P/20] 52 Each 156 8112

3 Module

[SOR I/18.2.2 P/20] 48 Each 208 9984

4 Module

[SOR I/18.2.3 P/20] 36 Each 236 8496

6 Module

4

5

6

7

[SOR I/18.2.4 P/20] 32 Each 326 10432

8/9 Module

[SOR I/18.2.5 P/20] 32 Each 400 12800

12 Module

[SOR I/18.2.6 P/20] 10 Each 487 4870

18 Module

[SOR I/18.2.8 P/20] 10 Each 560 5600







2 Wire Sub Main


[SOR I/23.1.3 P/26] 38 Mtr. 172 6536

4 Wire Sub Main


[SOR I/23.4.3 P/26] 30 Mtr. 264 7920


[SOR I/23.4.4 P/26] 8 Mtr. 431 3448





[SOR I/16.1 P/19]


Moulded Case






at 415 V.


[SOR I/27.1.1.1 P/37] 1 Each 1693 1693






Single Pole (SP)


[SOR I/27.5.1.2 P/39] 40 Each 205 8200

Four Pole (FP)


8

9

10

11

[SOR I/27.5.6.4 P/39] 3 Each 1975 5925

12





bar,



6 way (8+18)

[SOR I/27.8.3 P/40] 1 Each 3650 3650

8 way (8+24)

[SOR I/27.8.4 P/40] 1 Each 4379 4379






[SOR I/37.1 P/69] 1 Each 3017 3017




labour.

[SOR I/37.2.1 P/69]



etc. as required.

[SOR I/37.15 P/70]






2 Pair

[SOR I/38.2.2 P/74]


Modular (1 module).

[SOR I/38.6 P/74]

6 Each 129 774

18







[SOR I/38.1 P/74]

13

14

15

16

17

208 Mtr. 28 5824


(1 module)

[SOR I/38.8 P/74]

12 Each 129 1548









standard drawing.

[SOR I/32.5 P/61] 42 Each 140 5880

21









21












specification.

[SOR I/29.33 P/49]

0

32 Kg. 180 5760





Three Phase Meter

22

19

20

[SOR I/32.13.2 P/62]

1 Each 133 133







10W CFL/ GLS lamp.

[SOR I/31.6 P/53] 8 Each 594 4752




32 Amps/415 Volts

[SOR I/25.17.3 P/33] 3 Each 192 576




13 sqmm (4mm dia)

[SOR I/37.36 P/72] 30 Mtr. 17 510

26















15.00mm

[SOR I/41.12.2.1 P/88] 12 Mtr. 111 1332

40.00mm

[SOR I/41.12.2.5 P/88] 20 Mtr. 327 6540

23

24

25






20 Amps 0

[SOR I/27.13.1 P/41] 6 Each 2341 14046

0




0


[SOR I/29.34.4 P/49] 14 Kg. 650 9100

29





Armoured 3.5 Core

25 sqmm

[SOR I/41.1.8.1 P/81] 22 Mtr. 252 5544

70 sqmm

[SOR I/41.1.8.4 P/82] 14 Mtr. 538 7532






connections etc.

8 way without MCCB

[SOR I/27.10.2 P/41] 1 Each 10815 10815



per specification.

4'x36 Watt

[SOR I/29.19.2 P/47] 24 Each 50 1200




70 Watt

[SOR I/29.20.1 P/47] 6 Each 444 2664

31

27

28

30

32




required as per

specification.

11 Watt.

[SOR I/29.23.3 P/48] 6 Each 177 1062




approved make.


[SOR I/29.5.3 P/45] 260 Mtr. 41 10660








amendments.


[SOR I/30.1 P/50] 12 Each 2276 27312







[SOR I/30.6.1 P/51] 14 Each 2918 40852







fixing as below:







33

34

35

36

37

[SOR I/31.3.2 P/52] 42 Each 1360 57120


HP SV/MH side
















suitable for:

70 Watt. 4 Each 5433 21732

[SOR I/31.9.1 P/54]

Total 709019

Say 7.09 Lakhs


38












specification for:



[SOR I/4.1 P/11]





[SOR I/4.2 P/11]












board.

[SOR I/4.5 P/11]







[SOR I/4.6 P/11] 3

2

ABSTRACT ESTIMATE FOR THE CONSTUCTION OF H TYPE QUARTERS AT


1


2x2.5 sqmm 78 Mtr. 117 9126

4x2.5 sqmm 52 Mtr. 176 9152

6x2.5 sqmm 30 Mtr. 225 6750

8x2.5 sqmm 8 Mtr. 277 2216










specification for:

On Separate Board

[SOR I/9.1 P/14]








100 Watt (2 Module)

[SOR I/29.31.1 P/49] 60 Each 574 34440



materials complete.

Ding Dong bell

[SOR I/29.3.2 P/45] 1 Each 107 107


type metal box with




1 or 2 Module

[SOR I/18.2.1 P/20] 52 Each 156 8112

3 Module

[SOR I/18.2.2 P/20] 48 Each 208 9984

4 Module

[SOR I/18.2.3 P/20] 36 Each 236 8496

6 Module

5

6

7

4

[SOR I/18.2.4 P/20] 32 Each 326 10432

8/9 Module

[SOR I/18.2.5 P/20] 32 Each 400 12800

12 Module

[SOR I/18.2.6 P/20] 10 Each 487 4870

18 Module

[SOR I/18.2.8 P/20] 10 Each 560 5600







2 Wire Sub Main


[SOR I/23.1.3 P/26] 38 Mtr. 172 6536

4 Wire Sub Main


[SOR I/23.4.3 P/26] 30 Mtr. 264 7920


[SOR I/23.4.4 P/26] 8 Mtr. 431 3448





[SOR I/16.1 P/19]


Moulded Case






at 415 V.


[SOR I/27.1.1.1 P/37] 1 Each 1693 1693






Single Pole (SP)


[SOR I/27.5.1.2 P/39] 40 Each 205 8200

Four Pole (FP)


11

8

9

10

[SOR I/27.5.6.4 P/39] 3 Each 1975 5925

12





bar,



6 way (8+18)

[SOR I/27.8.3 P/40] 1 Each 3650 3650

8 way (8+24)

[SOR I/27.8.4 P/40] 1 Each 4379 4379






[SOR I/37.1 P/69] 1 Each 3017 3017




labour.

[SOR I/37.2.1 P/69]



etc. as required.

[SOR I/37.15 P/70]






2 Pair

[SOR I/38.2.2 P/74]


Modular (1 module).

[SOR I/38.6 P/74]

6 Each 129 774

18







[SOR I/38.1 P/74]

13

14

15

16

17

208 Mtr. 28 5824


(1 module)

[SOR I/38.8 P/74]

12 Each 129 1548









standard drawing.

[SOR I/32.5 P/61] 42 Each 140 5880

21









21












specification.

[SOR I/29.33 P/49]

0

32 Kg. 180 5760





22

19

20

Three Phase Meter

[SOR I/32.13.2 P/62]

1 Each 133 133







10W CFL/ GLS lamp.

[SOR I/31.6 P/53] 8 Each 594 4752




32 Amps/415 Volts

[SOR I/25.17.3 P/33] 3 Each 192 576




13 sqmm (4mm dia)

[SOR I/37.36 P/72] 30 Mtr. 17 510

26















15.00mm

[SOR I/41.12.2.1 P/88] 12 Mtr. 111 1332

40.00mm

[SOR I/41.12.2.5 P/88] 20 Mtr. 327 6540

23

24

25






20 Amps 0

[SOR I/27.13.1 P/41] 6 Each 2341 14046

0




0


[SOR I/29.34.4 P/49] 14 Kg. 650 9100

29





Armoured 3.5 Core

25 sqmm

[SOR I/41.1.8.1 P/81] 22 Mtr. 252 5544

70 sqmm

[SOR I/41.1.8.4 P/82] 14 Mtr. 538 7532






connections etc.

8 way without MCCB

[SOR I/27.10.2 P/41] 1 Each 10815 10815



per specification.

4'x36 Watt

[SOR I/29.19.2 P/47] 24 Each 50 1200




70 Watt

[SOR I/29.20.1 P/47] 6 Each 444 2664

31

32

27

28

30




required as per

specification.

11 Watt.

[SOR I/29.23.3 P/48] 6 Each 177 1062




approved make.


[SOR I/29.5.3 P/45] 260 Mtr. 41 10660








amendments.


[SOR I/30.1 P/50] 12 Each 2276 27312







[SOR I/30.6.1 P/51] 12 Each 2918 35016







fixing as below:







35

36

37

33

34

[SOR I/31.3.2 P/52] 40 Each 1360 54400


HP SV/MH side
















suitable for:

70 Watt. 4 Each 5433 21732

[SOR I/31.9.1 P/54]

Total 672197

Say 6.72Lakhs


38

