conditions, specifications & schedule of contract

Tender For Construction Of Bank Building

On Plot No.80, Sector 05, Koparkhairane, Navi Mumbai.

Signature of Contractor No. of Corrections Signature of Client

1

CONDITIONS, SPECIFICATIONS & SCHEDULE OF CONTRACT AGREEMENT NO. :

NAME AND ADDRESS OF CONTRACTOR :

DATE OF ISSUING THE TENDER : / /2015 at ……….. hrs

LAST DATE OF SUBMISSION OF TENDER : / /2015 at ………...hrs




2

VOLUME-1

CHAPTER NO.

PARTICULARS PAGE NO.

DISCLAIMER

ABBREVATIONS

03

05

PART-I : VARIABLE CONTRACT CONDITIONS 07 TO 99

1

2

3

4

5

6

7

TENDER NOTICE

ADDITIONAL INSTRUCTIONS TO TENDER

SCHEDULE “B” DETAIL ITEM OF WORKS

TECHNICAL BRIEF OF CIVIL WORK

SPECIFICATION OF CIVIL WORKS

LIST OF APPROVED MATERIAL FOR CIVIL WORKS

PAYMENT SCHEDULE

07

20

42

75

89

93

96

PART-II : NON-VARIABLE CONTRACT CONDITIONS 103 TO 1 90

8

9

10

11

12

13

14

15

16

17

“TURNKEY” TENDER FORM & FORM OF OFFER

PRICE ESCALATION CLAUSE

CONDITIONS OF CONTRACT

SCHEDULE “A” SUPPLY OF MATERIAL

ADDITIONAL GENERAL CONDITIONS

ADDITIONAL GENERAL SPECIFICATIONS

LABOUR REGULATIONS

SAFETY CODE

FORM NO. I TO V

STANDARD FORMAT

103

113

114

137

142

148

156

172

177

183




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DISCLAIMER

The information contained in this Tender document (hereinafter referred to as “Tender”) or and

any information pertaining to the aforesaid subject matter provided subsequently to the

applicants/bidders/ tenderers / contractors in any form by Gopinath Patil Parsik Bank (hereinafter

referred to as GP Parsik Bank / client ), shall be subject to the terms and conditions to which such

information is provided contained herein and any other terms and conditions as may be

prescribed by GP Parsik Bank

The purpose of this Tender document is to provide all bidders with the information that may be

useful to them in the formulation of their proposals/ bids in response to this Tender document.

The statements and facts contained herein, which reflect various assumptions and assessments

arrived at by GP Parsik Bank do not purport to contain all/exhaustive information on the

aforesaid subject matter that each applicant may require for the purposes of submitting their bids.

The assumptions, assessments, statements and information contained in this Tender may not be

complete, accurate, adequate or correct. Each bidder should, therefore, conduct its own due

diligence, investigations and analysis and should check the accuracy, adequacy, correctness,

reliability and completeness of the assumptions, assessments, and information contained in this

Tender and obtain independent advice from appropriate sources.

The information provided in this Tender to the contractors is on a wide range of matters, some of

which depends upon interpretation of law. The information given is not an exhaustive account of

statutory requirements and should not be regarded as a complete or authoritative statement of

law. GP Parsik Bank accepts no responsibility for the accuracy or otherwise for any

interpretation or opinion on the law expressed herein.

GP Parsik Bank also accepts no liability of any nature whether resulting from negligence or

otherwise however caused arising from reliance of any applicant/bidder upon the statements

contained in this Tender.

GP Parsik Bank may in its absolute discretion, but without being under any obligation to do so,

update, amend or supplement the information, assessment or assumption contained in this Tender

and/or its attached documents, from time to time, before the last date for submission of the bids.

Such deviations/amendments if any, shall be communicated to the bidders in the form of

corrigendum or by a letter as may be considered suitable.

The Tender does not imply that GP Parsik Bank is bound to select a bidder or to appoint the

selected bidder, as the case may be, and GP Parsik Bank reserves the right to reject all or any of

the proposals without assigning any reason at any time.




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The bidder shall bear any and all its costs associated with or relating to the preparation &

submission of its proposal/ bids including but not limited to preparation, copying, postage,

delivery fees, expenses associated with any demonstrations or presentations which may be

required by GP Parsik Bank or any other costs incurred in connection with or relating to its

proposals. All such costs and expenses shall remain with the bidder and GP Parsik Bank shall

not be liable in any manner whatsoever for the same or any other costs or other expenses incurred

by the bidder in preparation or submission of the proposal, regardless of the conduct or outcome

of the bid selection process as contained herein.




5

ABBREVIATIONS

A.C. Alternating Current

A.C.C. Associate Cement Company

B.B.M. Bituminous Bound Macadam

B.M. Bituminous Macadum

C.A.R. Contractors All Risk

C.C. Cement Concrete

C.C. Completion Certificate

C.D. Cross Drainage

C.F.L. Compact Flurocent Light

C.I.D.CO. City Industrial Development Corporation

C.M. Cement Mortar

C.P.V.C. Chlorinated PolyVinyl Chloride

C.P.W.D. Central Public Works Department

D.B. Distribution Board

D.I. Ductile Iron

D.I.L.R. District Inspector of Land Record

D.L.P. Defect Liability Period

D.P. Development Plan

E.M.D. Earnest Money Deposit

E.S.R. Elevated Storage Reservoir

F.R.C. Fiber Reinforced Concrete

F.R.P. Fiber Reinforced Polymer

G.I. Galvanized Iron

GRP Glass Reinforced Polymer

G.S.R. Ground Storage Reservoir

Govt. Government

H.D.P.E. High Density Poly Ethilin

H.S.D. High Speed Diesel

H.T. High Tension

I.S.N.P. Indian Standard Normal Pressure.

KVA Kilovolt-ampere

KW Kilowatt

K.V. Kilovolt

L.C.D. Liquid Crystal Display

L.T. Low Tension




6

M.B. Measurement Book

M.C.B.

MES

Mini Circuit Breaker

Military Engineering Service

M.H.A.D.A. Maharashtra Housing & Area Development Authority

M.M.R.D.A. Maharashtra Metropolitan Regional Development Authority

M.O.U. Memorandum of Understanding

M.S. Mild Steel

M.S.E.D.C.L.

M.S.P.H.& W.C.

Maharashtra State Electrical Distribution Company Limited

Maharashtra State Police Housing and Welfare Corporation Limited

M.S.R.D.C. Maharashtra State Road Development Corporation

M.T. Metric Tone

O.C. Occupation Certificate

O.P.C. Ordinary Portland Cement

P.M.C. Project Management Consultant

P.O.L. Petrol Oil Lubricant

P.P.C. Portland Pozzolana Cement

P.V.C. PolyVinyl Chloride

P.W.D. Public Works Department

R.A. Bills Running Account Bills

R.C.C. Reinforced Cement Concrete

R.Mt. Running Meter

S.D. Security Deposit

S.P.N.D.B. Single Pole & Neutral Distribution Board

S.W.G. Stone Ware Glazed

T.B.M. Temporary Bench Mark

T.D.R. Tax Deduction Receipt

T.D.S. Tax Deduction @ Sources

T.I.L.R. Taluka Inspector of Land Record

T.M.T. Thermo Mechanical Treated

T.P.N.D.B. Trile Pole & Neutral Distribution Board

T.W. Teak Wood

U.C.R. Uncoursed Rubble Masonary

U.P.V.C. Ultra PolyVinyl Chloride

V.A.T. Value Added Tax

W.B.M. Water Bound Macadam

W.C. Water Closet




7

Gopinath Patil Parsik Janata Sahakari Bank Ltd. (Multi-State Scheduled Bank)

Sahakarmurti Gopinath, Shivram Patil Bhavan, Parsik Nagar, Kalwa, Thane, Navi Mumbai,

Maharashtra 400605 Telephone : 022-25456500 / 6525/ 39912200 Toll Free : 1800 222511

TENDER NOTICE 1.1 Gopinath Patil Parsik Janata Sahakari Bank Ltd., (hereinafter referred to as GP Parsik

Bank / Client), invites tenders in ‘Turn key’ Form (Lump Sum) from the Contractors.

Contractors registered in an appropriate class with P.W.D. of Govt. of Maharashtra, CIDCO,

MHADA, MMRDA, MSRDC, and other Corporations of Government of Maharashtra,

MCGM, and other Municipal Corporations and councils in Maharashtra State, CPWD and

Corporations of Central Government, Railways, MES in appropriate class equivalent to

PWD, Government Of Maharashtra, who have completed at least one work similar to the

work as described in this tender in Maharashtra state will be preferred over the other

contractors. Contractors with minimum proven experience in Construction of similar

projects including all infrastructure and amenities for the work described below also will be

preferred over the others.

I Name of Work : Construction Of Bank Building At Koparkhairne,

Navi Mumbai, Including All Infrastructural Amenities.

II

III

Land Details :

Details of the Project :

Plot No. - 80, Sector – 05, At Koparkhairne, Navi Mumbai.

As per layout and plans enclosed and a statement below.

Total Built up Area of the project : 1665 .00 Sq.mt

Sr.No. Floors Built up Area in Sq.mt.

1 Basement Floor 180.54 Sq.mt

2 Lower Ground Floor 218.00Sq.mt

3 Upper Ground 190.00 Sq.mt

4 First floor 159.70 Sq.mt

5 Second Floor 159.70 Sq.mt

6 Third Floor 159.70 Sq.mt

7 Fourth Floor 159.70 Sq.mt

8 Fifth Floor 159.70 Sq.mt

9 Terrace Floor 277.96 Sq.mt

Total 1665 .00 Sq.mt




8

Note:- Above BUA is only indicative and for guidance and should not be taken as measurement.

iv. The tenderer shall fully satisfy himself regarding accuracy of Built – Up Areas, if any

discrepancy noticed by the tenderer, shall be brought to the notice of the GP Parsik Bank at the

time of the Pre-Bid meeting. If, this is not done, then it will be presumed that the area mentioned

in the tender and tender drawings is acceptable to the tenderer. The decision / explanation of GP

Parsik Bank on the discrepancy raised by the tenderer shall be final.

v. All items of work, part of work or work itself shown either on the drawings or mentioned

in the tender document or vice a versa are to be executed by the contractor. Non

appearance of any of the item either in the drawings or in the tender or vice a versa shall

not vitiate the scope of the work.

vi. Time limit for completion of work shall be twelve Month (12) months from the date of

issuance of the work order.

The Contractor has to construct the said work, including all infrastructural amenities, as per

layout plan, detailed building plans, working drawings, specifications, etc., prepared by the

Architect cum PMC of the GP Parsik Bank.; under supervision of the Architect cum PMC and

the Engineer from the GP Parsik Bank and other conditions and terms of the tender.

The tenderer shall submit their offer on Lump sum basis for construction of the said work

including all infrastructure amenities as per the scope of work mentioned below.

Building shall be constructed in Reinforced Cement Concrete (R.C.C.) frame structure.

Construction of building through prefab technology will not allowed. Tenderer are requested to

submit the lump sum offer for construction of the said work including all , water supply and

drainage works alongwith obtaining connections from concerned departments / authorities, site

cleaning etc.

The scope of work (more particularly described under schedule-B) shall include –

a. Site preparation such as leveling of sites by cuttings and fillings including conveyance

of any excess excavated material to any lead, reinstating road, fencing, barricading etc.,

b. Complete water supply scheme including underground water tank, pump house &

pumps and sanitary arrangements, septic tank, sewerage disposal system including filter

chamber, soak pit, car park areas.

c. RCC Overhead Tank/Fire fighting tanks for building as per the capacity shown in the

drawings, RCC underground tank/ Fire fighting tanks as per the capacity shown in the

drawings, compound wall from all sides with 2gates including rubble masonary work,

brickwork, pointing, plastering, C.D works etc.,

d. Complete WBM & Concrete roads, landscaping etc. complete, as per schedule B and

tender drawings.




9

The said work shall be carried out as per the tender drawings, document, specifications

and instructions on site including supplementary and explanatory drawings issued

during execution on Turnkey basis along with obtaining necessary permissions, No

Objection Certificates (NOC), Completion Certificates, Licenses, from various

competent authorities.

The Contractor shall pay all fees/ deposits (refundable / non refundable) / charges/

penalties/ hardships/ fines, supervision charges/ any other charges, etc. if any, required

to be paid to various local/public /statutory authorities (such as Municipal Corporation,

Muncipal Council, Maharashtra State Electricity Board and or its subsidiaries) on behalf

of GP Parsik Bank., as a requirement and up to completion of the said work including

all contractual obligations/scope etc. on turnkey basis within stipulated time period and

to the satisfaction of GP Parsik Bank.

All these expenses as mentioned above shall be paid by contractor initially. The client

may thereafter reimburse these payment after presentation of original receipts. The

client may also required submission of the certificate of the Architect cum PMC and

the user agency. For reimbursement of such payment & for their satisfactory

verification, if necessary. No claim for extension in time limit will be considered against

the delay in payment in any case. It is due of contractor to pay the said expensed due on

time.

Any other work / item which is required for satisfactory completion of the said work, as

per the directions and guidance of the Architect cum PMC & the GP Parsik Bank,

Mumbai shall also be done by the tenderer.

1.2 The tender document containing form of offer, type plans, specifications and relevant

information,

1.3 TENDERING PROGRAMME:

Sr. No.

GP PARSIK BANK Stage

Bidder Stage Start Date Expiry Date

1. Release of Tender ---- 17/08/2015

22/08/2015

2. Pre Bid Meeting at GP PARSIK BANK

25/08/2015 11.00 hrs TO 13.00 hrs

3. ----- Tender Submission

24/08/2015 TO 31/08/2015

4. Technical Envelope-T1 Opening

----- 02/09/2015

5. Financial Envelope-C1 opening

----- 02/09/2015

Notes:




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i) All tenderers to note that, GP PARSIK BANK, reserves the right to extend/change the aforesaid dates.

ii) Last date and time up to which Blank tender Forms can be collected is 22/08/2015 iii) upto 17.00 hrs. iv) Pre-Tender conference will be held on 25-08-2015 at 11:00 hours in the Office of The GP

PARSIK BANK in the presence of The General Manager, , Chief Accounts Officer & The Executive Engineer, Gopinath Patil Parsik Janata Sahakari Bank Ltd, Navi Mumbai.

v) Last date of Tender Submission 31/08/2015 upto 4:00PM. vi) Probable date of opening of Technical Envelope – 02/09/2015 in conference hall of the GP

Parsik Bank. Mumbai if possible. vii) Probable date and time of opening of financial Envelope– 02/09/2015, in conference hall of

the GP Parsik Bank. Mumbai if possible.

1.4 INSTRUCTION TO TENDERERS

i) The bid document can be collected from the GP Parsik Bank ,Head Office by the prospective

Bidders on payment of Rs. 5000/- in cash as the Tender form fee . Tender fee Rs.5000/- is non

refundable.

Rs.3,00,000/- Earnest Money Deposit in the form of Demand Draft/Banker’s Chaque in

favor of” Gopinath Patil Parsik Janata Sahakari Bank Ltd”

ii) G.P. Parsik Bank will not be responsible for any delay in submission of bids, including

conditional bids and reserves the right to accept or reject any or all bids without assigning any

reason thereof and incurring any liability thereof.

iii) Address for Communication/queries:

General Manager,

Sahakarmurti Gopinath, Shivram Patil Bhavan, Parsik Nagar, Kalwa, Thane, Navi Mumbai,

Maharashtra 400605 Telephone : 022-25456500 / 6525/ 39912200 Toll Free : 1800 222511

Email : [email protected]

iv) Canvassing or lobbying in connection with tender in any form renders the tender liable for

rejection.

v) All the bids shall be based on the drawings and design attached to the Tender.

vi) The tenderer if firm or company shall in their forwarding letter, mention the name of all the

partners/directors of the firms or the company (as the case may be) and the name of the

partner/director who holds the power of attorney with attested copy of registered power of

attorney , authorizing him to conduct transaction on behalf of the firms or company.

vii) The tenderer whose tender is accepted will have to give an undertaking in writing to the

effect that he/ they will pay the Labours engaged on the work, the wages as per Minimum Wages

Act, 1936 and amended up to date applied to the zone in which the work lies and act accordingly.




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viii) The successful Tenderer shall comply with the provisions of the payment of Wages Act,

1936, Minimum Wages Act, 1936, Employees Liability Act, 1938, Workmen’s Compensation

Act, 1923, Industrial Disputes Act, 1947 and the Maternity Benefit Act, 1961, the Contract

Labour (Regulation and Abolition) Act, 1979 and any modification there of or any law relating

there to and rules made there under from time to time.

ix) The Tenderer whose tender is accepted should note that the Corporation will release no

foreign exchange.

x) The tender notice along with all the tender documents including minutes of pre-bid meeting

shall form a part of the contract agreement.

xi) The tenderer will have to sign the original copy of the tender papers and the drawings

according to which the work is to be carried out. The Tenderer shall also have to give a

declaration, that he is conversant with local conditions / laws and availability of labour and

materials and he has quoted his rates with the consideration to all these factors.

xii) The Client reserves right to revise or amend the contract documents fully or part there of,

prior to the date notified or amended for the receipt to tender. Such deviations/amendments if

any, shall be communicated in the form of corrigendum or by a letter as may be considered

suitable.

xiii) The Client reserves the right to relocate the buildings shown in the tender documents

(Layout) within the same site and same Built – up- area. Contractor shall have no objection for

this and he will execute the work and no additional payment will be made for this.

xiv) The acceptance of tender may be communicated to the tenderer telegraphically or otherwise

either by the tender Opening Authority or any Authority in the Gopinath Patil Parsik Janata

Sahakari Bank Ltd

xv) The successful tenderer will be required to produce within four months (i.e. 120 days) to

the satisfaction of the specified concerned authority, a valid and concurrent license issued in his

favour under provisions of the Contract Labour (Regulations & Abolition) Act 1979, before

starting the work. On failure to do so, the acceptance of the tender is liable to be withdrawn and

earnest money forfeited.

xvi) All Tenderers are cautioned that the tenders containing any deviation from the contractual

terms and conditions, specifications or other requirements and/or conditional tenders shall be

rejected.

xvii) Conditional tenders will be rejected.




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1.5 CONDITIONS OF OFFER:

i. The tenderer shall have to Pay the Earnest Money Deposit Rs 300000/- along with tender

submission Payment in the form of Demand Draft / Banker’chaque / Pay order will be accepted.

ii. The bidders are required collect tender copy of original documents as below-

I) In case you / your parent company / proprietor / directors / partners of company are black listed

by any government organization, please mention the name of the organization who have

blacklisted and the operative period of blacklisting. If above information is found incorrect,

the tender will be rejected at any stage even during construction period.

II) If the tender offer is at variance with the estimated project cost by more than + 10%, the

tenderer will have to furnish additional Security Deposit in the form of Bank Guarantee for

amount equivalent to [(tender percent below or above the estimated cost –10 percent) x 10/100 x

estimated project cost. If such additional security deposit is not submitted by tenderer as per

terms and conditions mentioned in the acceptance letter, his Earnest Money Deposit amount will

be forfeited.

IX. The past experience / track records / performance of contractor in G.P. Parsik Janata

Sahakari Bank Ltd in view of quality, workmanship, punctuality, leakages – dampness –

seepage in toilet blocks, terrace floor, underground - overhead water tanks – elevated

storage reservoir, peripheral walls of building, and directly/ indirectly subletting of works

will be viewed during scrutiny of tender / awarding works, even if the contractor is lowest

among the bidders.

X. The tenderer should give all details of the similar works completed by him or her if any.

These works / projects shall be open for physical inspection and verification by

representatives of the G.P. Parsik Janata Sahakari Bank Ltd.

Shortlisting of Contractors for Financial Bidding Process: The Tendering Authority will first open the Technical Bid documents of all Contractors

and after scrutinizing these documents will shortlist the Contractors who are eligible for

Financial Bidding Process. The shortlisted Contractors will be intimated by email.

Opening of the Financial Bids:

The Contractors may remain present in the Office of the Tender Opening Authority at the

time of opening of Financial Bids.




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9. Tender Schedule (Key Dates):

The Contractors are advised to follow strictly the Dates and Times allotted to each stage

under the column “Tendering Programme” as indicated in the Time Schedule in the

Detailed Tender Notice for the Tender.

At the sole discretion of the Tender Authority, the time schedule of the Tender stages may be

extended

1.6 TENDER FORM FEE & EARNEST MONEY DEPOSIT :

The tenderer shall have to Pay the Earnest Money Deposit of Rs 3,00,000/- along with tender

submission & Tender form fee Rs 5000/-in cash at the time of purchasing tender document.

Out of this , Rs. 5000/- is non refundable as a tender form fee.

ii The said tender fee and EMD shall not carry any interest.

iii E.M.D. exemption certificate issued by P.W.D. or any other department will not be accepted.

iv The amount of earnest money will be refunded to the unsuccessful Tenderers except Lowest

three tenderers, within a month from date of opening of financial envelope. The tenderer shall

have submit the bank details for refund of EMD. If details of bank are not correct and the amount

refunded is transferred to any other account, GP Parsik Bank shall not be held responsible.

v In case of the successful tenderer, Earnest Money Deposit will be refunded on his/her paying

the initial security deposit and completing the agreement formalities mentioned in the tender

document or will be transferred towards a part of security deposit to be paid after awarding of the

work.

iv Earnest Money Deposit of second & third lowest tenderer will be refunded on payment of

initial security deposit and completing the agreement formalities mentioned in the tender

document by the successful lowest one tenderer.

v If successful tenderer does not pay the security deposit in the prescribed form, within time

limit and does not complete the agreement formalities and / or does not execute the contract

within prescribed time limit then his/their earnest money deposit will be forfeited by Maharashtra

State Gopinath Patil Parsik Janata Sahakari Bank Ltd.

1.7 TENDERING PROCEDURE

(A) Blank Tender Forms:

Blank tender forms can be collected from the head office of GP PARSIK BANK as per the

schedule defined in the tender notice.

(B) Pre-Tender Conference:




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i. A Pre-Tender Conference open to all prospective tenderers will be held on 01-07-2015 at

11:00 hrs. in the Bank Head Office in Presence of the General Manager and Chief Accounts

Officer, GP Parsik Bank .Ltd., Navi Mumbai, wherein the prospective tenderers will have an

opportunity to obtain clarifications regarding the work and the tender conditions. Response to

queries raised at the time of pre bid meeting will be communicated.

ii. The prospective tenderers are free to ask for any additional information or clarification either

in writing or orally and the reply to the same will be given by The Client, GP Parsik Bank Ltd.,

Navi Mumbai, in writing. This clarification referred to as “Common set of deviations” shall form

part of tender documents and which will also be common and applicable to all tenderers.

iii. The tender submitted by tenderer shall be based on the clarification, additional facility issued

(if any) by the GP Parsik Bank and this tender shall be unconditional. Conditional tenders will be

summarily rejected.

iv. In case, there is any doubt/omissions regarding the wording in general conditions or special

conditions or the scope of work or the specifications and drawing or any other matter concerning

the contract, the same shall in good time be submitted to the General Manager, GP PARSIK

BANK LTD.,NAVI MUMBAI, to reach him before scheduled pre-bid meeting date & time, in

writing in order that such doubts may be clarified authoritively before tendering. Once the tender

is submitted the matter will be decided according to tender condition in the absence of authentic

pre-clarification.

(C) Manner of submission of tender and its accompaniments:

Tender process shall be carried out in two stages as below

a. Technical Envelope Technical Envelope shall contain the following documents. i. (EMD) Rs 3,00,000/- in form of Banker’s chaque/Demand Draft. The tenderer shall submit the

bank details for refund of EMD. If details of bank are not correct and the amount refunded is

transferred to any other account, the GP Parsik Bank shall not be held responsible.

ii. Valid Registration with P.W.D Govt. of Maharashtra in any Class or CIDCO, MHADA,

MMRDA, MSRDC, and other Corporations of Government of Maharashtra, MCGM, and other

Municipal Corporations and Councils in Maharashtra State, CPWD, and Corporations of Central

Government, Railways, MES in appropriate class equivalent to the PWD, Government Of

Maharashtra, who have completed at least three similar work in Maharashtra state.( True copy

thereof duly attested by a gazetted officer.)




15

iii. Details of the works tendered for and in hand with the value of work unfinished on the last

date of submission of tender. The certificates from the Head of the offices under whom the works

are in progress should be enclosed. (Form No. I). In addition to this, an Undertaking declaring

the truthfulness of the value of such works in hand to be considered for calculation of the

bid capacity be submitted.

Note:- Any wrong information / misinformation in this regard would invite disqualification.

Works in hand shall be supported by certificate issued by agency / authority. It also includes

private work if any.

iv. List of Machinery and Plants immediately available with the tenderer for use on this work and

List of Machinery proposed to be deployed on this work, but not immediately available and the

manner in which it is proposed to be procured. (Form No. II)

v. Details of works of similar type and magnitude carried out by the Tenderer. (Form no. III).

vi. Details of Technical Personnel with name, qualifications and experience in similar works,

and a period of his working with your organization, who will be working on this project as

technical key persons for supervision, to receive technical instructions issued by the authorities

from time to time. (Form No.IV).

vii. Details of payment received in all class of civil engineering construction work during last

three years certified by Chartered Accountant. (Form No.V)

viii. Scanned copy of original power of attorney for signing of tender document

ix. All certified documents in support of above requirements

x. Certified balance sheets under the hand seal of Chartered Accountant for last three financial

years.

xi. Any other additional documents / profile etc. in support of technical qualification.

(D) Financial Envelope

Financial Envelop content offer of the tenderer for the work. provided by the Tendering

Authority of GP PARSIK BANK.




16

(E) Submission of Tender:

The tenderers should ensure that The General Manager, GP Parsik Bank Ltd., Navi Mumbai,

before the expiry of the date and time, receives their bid. No delay on account of any cause will

be entertained for the late receipt of tender.

(F) Criteria for selection. a) To qualify for the award of the contract, each tenderer in his name should have achieved the

average minimum annual turnover ( exclusively in all classes on civil engineering construction

works only) not less than Estimated Cost of work during last three years i.e. 2012 – 2013, 2013

- 2014 and 2014 – 2015 (Information to be certified by Chartered Accountant and to be given

only in Form no V)

b) Satisfactorily started and completed, as a principal contractor, during last five years, i.e.

01-04-2010 to 01-04-2015 at least three similar work of building of value not less than

Estimated Cost of work in case of each work. (Information to be given only in Form no. III ).

c) As regards three similar works, the work done certificates clearly stating the scope of the

work, the date of the work order, stipulated and actual date of completion, levy of penalty,

if any, etc, shall invariably be submitted. In case of the private works the work done

certificate under the joint hand and seal of the owner, Architect cum PMC and structural

design engineer shall be submitted.

d) The TDS certificates and Income Tax Returns for last three financial years.

Note1: A copy of certificates as mentioned in qualification criteria are required to be obtained

from the officer not below the rank of Deputy / Executive Engineer/ Divisional Accounts officer.

A copy of these certificates shall be duly attested by a Gazetted officer.

Note 2: Signature of the officer checking/ issuing requisite certificate should bear the name of

the concerned officer.

Note 3: Format of Form No. I to V enclosed in chapter no. 18.

All these forms shall be filled in and signed properly. If these forms are found incomplete,

incorrect, kept blank or wrongly filed, tenderer’s envelope no.2 (financial bid) shall not be

opened.

e) Certified balance sheet under hand and seal of Chartered Accountant for last three years for

verification of bid capacity should be given in Form no. V.




17

Note 4:

i. The abstract of information as per standard forms of the Corporation’s Form

showing work done in all classes of Civil Engineering construction works during last three

years shall be given in Form no. V in the proforma enclosed need to be signed by the tenderer or

holder of his power of attorney.

ii. Bidders who meet the minimum qualifications criteria will be qualified only if their available

bid capacity is more than the total bid value. The available bid capacity will be calculated as

under:-

Assessed Available bid capacity = [ ( A x N x 2 ) – B ) ] where

A = Maximum annual turnover in all classes of civil engineering works during the last three

years

N = Number of years prescribed for completion of the work for which the bids

are invited.

B = Existing commitments and ongoing works to be completed during Period of completion of

the work for which bids are invited i.e. 12 months from date of submission of tender.

This should be given in Form I till the date of opening of the tender.

Note 5:

i. The form showing the value of existing commitments and ongoing works as well as the

stipulated period of completion remaining for each of the works listed should be endorsed by the

bidder/ tenderer.

ii. Although, the bidders meet the above qualifying criteria, they are subject to be disqualified on

account of misleading or false representations in the forms, attachments submitted in proof of the

qualification requirement. Track record in respect of poor performance, abandoning the works,

not properly completing the contract, inordinate delays in completion, litigation history or

financial failures, etc. will be viewed seriously even if the tenderer is lowest among the

bidders.

(G) Opening of Tenders:

On the date specified in the tender notice, following procedure will be adopted for opening of the

tender:

1. Technical Envelope

Technical Envelope of the tender will be opened online to verify its contents as per requirements.

If the various documents contained in this envelope do not satisfy the requirements of the GP

Parsik Bank Ltd., a note will be recorded accordingly by the tender opening authority and the




18

said tenderers’ Financial Envelopes will not be considered for further action but the same will be

rejected and recorded by tender opening committee.

2. Financial Envelope

This envelope shall be opened as per schedule, only if contents of Technical Envelope is found

to be acceptable to the GP Parsik Bank Ltd. The lump sum amount quoted shall then be read out.

3. The GP Parsik Bank Ltd. reserves the absolute right to accept any offer not necessarily

the lowest, based up on its final decision regarding bidder’s capacity, competency, financial

status, experience , The past experience / track record / performance of bidder in GP Parsik

Bank Ltd . in view of quality, workmanship, punctuality, leakages – dampness – seepage

in toilet blocks, terrace floor, underground - overhead water tanks – elevated storage

reservoir, peripheral walls of building, and directly/ indirectly subletting of works,

machineries available, experienced technical staff with the contractor,etc., will be minutely

viewed during scrutiny of tender / awarding works, and even if the bidder emerges as the

lowest among the bidders but had committed defaults in the past, he will be treated as

ineligible for award of the work.

4. Tenderers are hereby cautioned that opening of financial envelope shall not be treated as

acceptance of his technical qualification, financial offer & acceptance of bid of tenderer.

5. Validity period : Normally, the offer of the Tenderer shall remain valid for 120 days (One

Hundred Twenty Days Only) from the date of opening of Tender or withdrawn by Tenderer in

writing whichever is later. However, in exceptional cases, with intimation to the eligible bidder,

the GP Parsik Bank., reserves the right to extend such validity maximum up to 60 more days

unilaterally and the same will be binding on the bidder.

1.7 SECURITY DEPOSIT:

I. Total Security Deposit 5 % ( Five Percent) of tender cost offered by

Tenderer & Accepted by the GP Parsik Bank Ltd.

II. Initial Security Deposit The successful tenderer shall have to pay 50%

Security Deposit in cash (i.e. in the form of demand

draft) or in form of Term Deposit Receipt from

Nationalised Bank / Multi-State Scheduled Bank in

the name of The General Manager of The

Gopinath Patil Parsik Janata Sahakari Bank Ltd.,

Navi Mumbai or Bank Guarantees from a

Nationalized Bank/ Multi-State Scheduled Bank for

the project period + 5 year defect liability period




19

in the enclosed form and complete the contract

documents failing which his earnest money will be

forfeited to the Corporation.

III. Remaining Security Deposit The balance 50% Security Deposit will be

recovered from the R.A. Bills at the rate of 5%

(Five Percent) of the bill amount until the total

amount of security deposit is recovered.

i) The Bank Guarantee / Term Deposit Receipt shall be kept valid for the project period + 5

year defect liability period (i.e 12 months+5 years). Before expiry of the Bank Guarantee /

Term Deposit Receipt, the contractor shall renew it or submit new Bank Guarantee / Term

Deposit Receipt of required period well before the expiry date, if necessary, or otherwise the

Guarantee / Term Deposit Receipt will be encashed accordingly.

ii) In case of non renewal of Bank guarantee / Term Deposit Receipt or non- submission of

Bank guarantee / Term Deposit Receipt well in time, a penalty of Rs. 5000/- (Rupees five

thousand only) per day (after the expiry of the date) will be imposed till submission of

renewed Bank Guarantee / Term Deposit Receipt or new Bank guarantee.

iii) All compensation or other sums payable by the Contractor under the terms of this contract or

any other contract or an any account may be deducted from his Security Deposit or from any

sums which may be due to him or may become due to him by GP Parsik Bank on any

account and in the event of the Security deposit being reduced by reason of any such above

noted deductions the Contractor shall within ten days of receipt of notice of demand from the

client make good the deficit & reinstate the security deposits.

iv) There shall be no liability on the Corporation to pay any interest on the Security Deposit

paid by or recovered from the Contractor.

1.8 REFUND OF SECURITY DEPOSIT:

The security deposit amount will be refunded, after the expiry of defect liability period of 5

years from the date of virtual completion of this project, as mentioned in clause 12.21 of the

conditions of contract or after expiry of 3 months from the date of passing the final bill

whichever is later.



Signature of contractor No. of Corrections Signature of Client 20

2. ADDITIONAL INSTRUCTIONS TO TENDERER 2.1 SCOPE OF WORK:

The items of the work, mainly construction buildings shall be constructed in Reinforced

Cement Concrete (RCC) Frame Structure. Contractors are requested to submit the lump sum

offer for the work including construction of buildings all ,water supply and drainage works

along with obtaining connections from concerned departments, , site cleaning, dewatering,

rehabitating, etc.

The scope of work shall include

a. Site preparation such as leveling of sites by cuttings and fillings including conveyance

of any excess excavated material to any lead, reinstating road, fencing, etc.,

b. Complete the water supply and sanitary arrangements, septic tank, sewerage disposal

system including filter chamber, car park areas.

c. RCC Overhead Tank as capacity mentioned in drawings for building, RCC

underground tank & Overhead water tank –including flushing, firefighting & domestic

provision, compound wall from all sides with 2 gates including rubble masonary

work, brickwork, chainlink fencing, pointing, plastering, C.D works etc.,

d. Complete WBM & Asphalt roads, landscaping etc. complete, as per schedule B and tender drawings.

The work shall be carried out as per the tender drawings, document, specifications and

instructions on site including supplementary and explanatory drawings issued during execution

on Turnkey basis along with obtaining necessary permissions, No Objection Certificates

(NOC), Completion Certificates, Licenses, from various competent authorities, including

payment of all fees/ deposits/ charges/ penalties/ hardships/ fines, supervision charges/ any

other charges etc. if any required to be paid to various local/public statutory authorities (such as

Municipal Corporation, Municipal Council, Maharashtra State Electricity Board etc.) on behalf

of GP Parsik Bank. as a requirement and up to completion of this project including all

contractual obligations/scope etc. on turnkey basis within stipulated time period and to the

complete satisfaction of GP Parsik Bank.

All these expenses as mentioned above shall be paid by contractor initially. The client may

thereafter reimburse these payment after presentation of original receipts. The client may also

required submission of the certificate of the Architect cum PMC and the user agency for

reimbursement of such payment & for their satisfactory verification, if necessary. No claim for

extension in time limit will be considered against the delay in payment in any case. It is due

of contractor to pay the said expensed due on time.




The Contractor may please refer to the Schedule B for a detailed scope of works, they are

required to carry out under this Tender.

It is hereby clarified that the Client reserves the right to relocate the buildings shown in the

Tender documents (Layout) within the same site and same BUA.

Interim payment shall be made as per payment schedule given in the tender. Dimensions of

building mentioned in the said work shall be measured excluding external plaster thickness.

Contractor is supposed to construct the buildings as per dimensions given on the drawing.

Hence for billing purpose areas given in the tender only shall be followed. But the contractor is

required to prove his dimensional correctness to the satisfaction of the GP PARSIK BANK as

& when required.

The BUA has been calculated without consideration of thickness of external plaster. Contractor

shall fully satisfy himself regarding accuracy of BUA. Discrepancy if any shall be brought to

the notice of Client at the time of Pre-Bid meeting. If this is not done it will be presumed that

BUA mentioned in Architectural drawing and tender is accepted by the Tenderer/Contractor.

The mode of measurement for calculating the BUA shall be as shown in the area diagram in

architectural drawings.

The plot for the building shall be leveled by cutting and filling site grading compacting etc.

Plinth protection shall be made at 150 mm above formation level with proper slope. Plinth level

shall be as per drawing and as decided by Architect and PMC with due consideration to proper

drain out of storm water, disposal of effluent through underground sewerage disposal pipe line.

2.2 TENDERER SHOULD STUDY THE SITE CONDITIONS AND T ENDER DOCUMENT:

The Tenderer shall have before bidding, be deemed to have visited and thoroughly studied the

site carefully, examined and understood the nature of the said work, site conditions, foundation

strata, water, electricity, resources, drainage connection, or drainage outlet points including

availability of materials and labours, tax structure, applicable law, the terrain, the climatic

condition, transport and communications facilities, the availability of land for right of way,

temporary office and accommodations, quarters, and all other facts and facilities necessary or

relevant for the formulation of the tender, supply of materials and the performance of the work.

Any claim at a later date based on either incorrectness or inadequacy of the information / data

made available by the Client shall not be entertained. The Client shall be fully absolved of any

and all liabilities in this regard. All such issues regarding the aforesaid are to be clarified by the

Tenderer in the pre-bid meeting held by the Client. The Tenderers shall submit (in the form of a




brief summary) such query atleast 7 (seven) days before the scheduled date of the pre-bid

meeting to Contractor. In such a meeting the clarification given by the Client, in respect

thereof, as well as any further information which the Client may choose to furnish to the

Tenderer, in the form shall form a part of the Tender, unless otherwise specified.

The general and the special conditions, the specification schedules and drawings shall be

deemed to have been studied by the tenderers as if he had visited the site of the work and had

fully informed itself regarding the local conditions and carried out its own investigation to

arrive at the rate quoted in the tender. In this regard, he will be given necessary information to

the best of knowledge of the GP Parsik Bank, as mentioned above, but without incurring any

liability. In no case shall GP Parsik Bank. be liable for any injury, loss, claim or damage arising

out of such information

In case there is any doubt / omission regarding the wording in general conditions or the special

conditions or the scope of work or the specifications and drawing or any other matter

concerning the contract, he shall in good time, submit them to the General Manager Gopinath

Patil Parsik Janata Sahakari Bank Ltd., Navi Mumbai, to reach him before schedule pre-bid

meeting date and time in writing in order that such doubts may be clarified authoritatively

before tendering. Once the tender is submitted, the matter will be decided according to tender

conditions in the absence of such authentic pre-clarification.

All such issues regarding the aforesaid are to be clarified by the Tenderer in the pre-bid meeting

held by the Client. The Tenderer shall submit (in the form of a brief summary) such query

atleast 7 (seven) days before the scheduled date of the pre-bid meeting to the Contractor. In

such a meeting the clarifications given by the Client, in respect thereof, as well as any further

information which the Client may choose to furnish to the Tenderers, in the form shall form a

part of the Tender, unless otherwise specified.

It is presumed that, the Contractor has carefully gone through the standard

specifications and studied the tender drawings, site condition before quoting the rates

in the bid.

2.3

ERRORS, OMISSIONS AND DISCREPANCIES :

a. In case of errors and /or discrepancies between written and scaled dimension on the drawing

or between drawings and specifications etc, the following order of preference shall apply:-

i. Between actual scaled and written dimension or description on a drawing client decision will




be final.

ii. Between the written description and dimension in the drawings and corresponding in the

specifications the client decision will be final.

b. In case of discrepancy between lump sum amount quoted in figures and in words, the lower

of the two shall be considered for acceptance of tender & calculation of amounts.

c. In all cases of Omission and /or doubts of discrepancies in the dimensions or description of

the item or specifications, a reference shall be made to client, whose elucidation, elaboration or

decision shall be considered as final. The Contractor shall be held responsible for any errors

that may occur in the work through lack of such reference and precaution.

d. The special provision in detailed scope of work and shall gain precedence over

corresponding contradictory provision (if any) in the detailed item specifications & standard

specifications.

e. During execution of the work , although all the drawings are enclosed herewith, some require

drawings for proper construction may be issued later and will form a part of the drawings and

the contract.

f. Anything mentioned in any of the following e.g. specifications, technical specification,

Drawings, Additional specifications, etc. but not mentioned / shown in the drawing ,will be a

part of the contract (no extra claims will be entertained for executing the same)

2.4 DEFINITIONS :

The “Accepting Authority” shall mean either the Managing Director or the Board of Directors

of the Gopinath Patil Parsik Janata Sahakari Bank Ltd., Navi Mumbai as the case may be .

The expression “ARCHITECT CUM PMC “shall mean a person, firm so appointed by the

Managing Director, Gopinath Patil Parsik Janata Sahakari Bank Ltd., Navi Mumbai for the time

as architectural consultant and shall include any person/persons duly authorized by him be

representative of GP Parsik Bank having access to the site for inspection of construction work

and any other activity pertaining to construction work.

The expression “Board of Directors” as used in tender papers shall mean the Board of

Directors of Gopinath Patil Parsik Janata Sahakari Bank Ltd., Navi Mumbai

The expressions “General Manager”, “Superintending Engineer”, “Executive Engineer”

and “Deputy Engineer” used in the tender papers shall mean officers of Administrative/




Executive/ Engineering rank of the Gopinath Patil Parsik Janata Sahakari Bank Ltd., Navi

Mumbai (by whatever designation he may be known) under whose control and supervision the

work lies for time being or the officer to whom functions of the respective officers may be

subsequently transferred.

The expression “Contract” as used in the tender papers shall mean the deed to contract

together with it’s original accompaniment and those later incorporated in it by mutual consent.

The agreement entered into between the Gopinath Patil Parsik Janata Sahakari Bank

Ltd., Navi Mumbai and the Contractor, confirming its acceptance of the Tender, on the

terms and conditions mentioned therein.

The expression “Lump sum” amount shall mean the sum / amount in Indian Rupees (INR) for

which the tender is accepted by the Gopinath Patil Parsik Janata Sahakari Bank Ltd., Navi

Mumbai and at which the Contractor agrees to carry out the works.

The expression “Contractor” as used in the tender papers shall mean the successful tenderer

whose tender has been accepted and who has been authorized to proceed with the work at the

Lump sum amount.

The expression “Corporation” or “client” or GP PARSIK BANK Ltd. Or Police Housing

Corporation as used in the tender papers shall mean Gopinath Patil Parsik Janata Sahakari Bank

Ltd., Navi Mumbai, having its office at plot no.80, sector 05, Koparkhairane, Navi Mumbai-

400 070.

The expression “Day” shall mean a calender day of 24 hours from midnight to midnight

irrespective of the number of hours worked in any day in that week.

The expression “Department” means the Public Works Department of the Govt. of

Maharashtra.

The expression “Drawing” shall mean the drawings referred to in specifications and any

modifications of such drawings approved in writing by the Superintendent Engineer and such

drawing as may from time to time be furnished or approved in writing by the Superintendent

Engineer.

The expression “Engineer’s Representative” shall mean as Assistant of the Engineer

/Assistant of the Architect cum PMC, notified in writing to the contractor by the Engineer/

Architect cum PMC.




The expression “Government” as used in the tender papers shall mean that the Public Work

Department of the Government of Maharashtra.

The expression “Managing Director ” shall mean Managing Director of Gopinath Patil Parsik

Janata Sahakari Bank Ltd., for the time being holding that office, and also his successors and

shall include any other officer authorized by him.

The expression “Plant ” as used in the tender papers shall mean every plant/equipment

temporary and necessary or considered necessary by the Engineer to execute, construct,

complete and maintain the works and used in altered, modified substituted and additional work

ordered in the time and the manner herein provided and all temporary materials and special and

other articles of appliances of every sort, kind and description whatsoever, intended or used

therefore.

The expression “Project Management Consultant (P.M.C.)” shall mean a person, firm so appointed by the Managing Director, Gopinath Patil Parsik Janata Sahakari Bank Ltd., Mumbai, for the time and shall include any person/persons duly authorized by him. P.M.C. will be representative of GP Parsik Bank having access to the site for inspection of construction work and any other activity pertaining to construction work.

The expression “Schedule of rates” of the Division or simply D.S.R. in this tender, shall mean

as “The Schedule of the rate of the P.W. Division in whose jurisdiction the work lies.”

The expression “Temporary works” shall mean all temporary works of every kind required in

or about the execution, or maintenance of the works.

The expression “Tenderer” shall mean the one who has submitted its response and quotations

to this Tender.

The expression “The site / Site” shall mean the lands and /or other places on under in or

through which the work is to be executed under the contract including any other land or places,

which may be allotted by Corporation or used for the purpose of contract executed in

accordance with the contract or part (S) there of as the case may be, shall include all extra or

additional, altered or substituted works as are required for performance of the contract.

“User agency” shall mean any unit for whom work is carried out & who will be the end

user of the work.




“Urgent works ” shall mean any measure which, in the opinion of the Client, become

necessary during the progress of the works to obviate any risk or accident or failure or which

become necessary for security of the work or the persons working, thereon.

Where the context so requires, words importing the singular only also include the plural and

vice-versa.

Heading and marginal notes, if any, to the general conditions shall not be deemed to form part

thereof be taken into consideration in the interpretation of the contract.

2.5 WORKING METHODS AND PROGRESS SCHEDULES: Progress Schedule:

i. The Contractor shall furnish within 10 days from the date of acceptance of tender, a bar

chart and a PERT Chart in quadruplicate indicating the date of actual start, the monthly

progress to be achieved and the anticipated completion date of each major item of work to be

done by him, also indicating dates of procurement and setting up of materials, plants and

machinery. The schedule should be such as to be, practicable of achievement towards the

completion of whole work in the time limit; the particular item on the due dates specified in the

contract and shall have the approval of the Client. No revised schedule shall be operative

without such acceptance of the Client in writing. The Engineer is further empowered to ask for

detailed schedule or schedules say week by week, for any item or items, in case of urgency of

work as will be directed by him, and the contractor will be responsible for maintaining the

progress according to schedules laid down in Clause no. of tender form. The progress schedule

in the form of PERT/CPM or BAR CHART for Physical progress and Financial Progress

shall be submitted.

ii. The contractor shall furnish sufficient plant, equipment and labour as may be necessary to

maintain the progress schedule. The working and shift hours restricted to one shift a day for

operation to be done under the Corporation supervision shall be such as may be approved by

the Client. Night work that requires supervision shall not be permitted except when specifically

allowed by Client each time, if requested by the contractor. The contractor shall provide

necessary lighting arrangements and safety measures etc. for night work as directed by the

Client without extra cost.

iii. Further the contractor shall submit the progress report of work in prescribed forms, charts,

statements, photographs, reports etc. at periodical intervals as may be specified by the Client.

iv. The Contractor shall maintain details regarding machinery, equipment, labour, materials




etc. as may be specified by the Client and submit the same at periodical intervals as may be

specified by the Client.

Note :

i) Rs.25,000/- (Rupees Twenty Five Thousand) per day or more amount will be payable if Bar

chart is not submitted within a month period from date of work order & the said amount

shall not be refunded to contractor.

ii) Rs.5,000/- (Rupees Five Thousand) per day or more amount will be payable if MPR in the

standard format of PHC not submitted on first day of each month till submission of report

and the amount recovered under this said amount will not be refunded to Contractor.

2.6 AUTHORITIES OF THE CLIENT AND HIS REPRESENTAT IVE;

i. The duties of the Client and his authorized representative for the works (to be appointed by

the Client and to be notified to the Contractor) are to watch and supervise the work and to test

and examine any material to be used or workmanship employed in connection with the works

by the Contractor and issue necessary directs to the Contractor with regard to the same.

ii. The Client may from time to time, in writing delegate to his authorized representative any

powers and authorities vested in the Client and shall furnish to the contractor a copy of all such

delegations of powers and authorities, Any written instructions of approval given by the

representative of the Client to the contractor within the terms of such delegation (but not

otherwise) shall bind the contractor and the Corporation as though it had been given by the

Client.

iii. Failure of the authorized representative of the Client to disapprove any work or any part

thereof or materials shall not prejudice the power of the Client there after to disapprove such

work or materials and so thereby requiring the rectification, removal or breaking up of such

work or any part thereof by the Contractor, there of even after completion of work or any part

thereof.

iv. Project Management Consultant (PMC) is the authorized representative of Client. Dy.

Engineer of Corporation will also inspect the work and act as representative of the Client. The

Executive Engineer of the Client will have full authority regarding inspection of the work and

bills raised by the Contractor and all such matters.




2.7 INSPECTION OF WORKS:

i. The contractor either itself, if technically (qualified as to the rank of a civil engineer) and

having the qualification as mentioned below, shall supervise the execution of the works or shall appoint competent Civil Engineers having qualification as mentioned below, well-experienced in construction of similar projects, approved by the Client, to act on his behalf with full powers, authorities, and responsibilities. The contractor shall submit Power of Attorney in the name of to the GP Parsik Bank. The Contractor will have to appoint minimum one civil engineers, at least one having minimum qualification, B.E. (Civil) having an experience of minimum 5 years in execution of works, surveying, & in reading of building drawings, structural drawings, for carrying out construction activities, record keeping etc. ii. The contractor shall himself manage the work and engage authorized full time resident

Engineers (possessing the qualification as mentioned herein) on the site capable of managing

and guiding the work and understanding the specifications and contract condition. The

Contractor as his authorized agent for technical matters shall provide a qualified and

experienced Engineer, in case Client considers this is essential for the work and so directs the

contractor. The authorized agent will take orders as he will be responsible for carrying out the

work. This agent shall not be changed without prior permission from Client or his

representative on the work site.

iii. The contractor shall supply to the Client in details of all supervisory and other staff employed

by the Contractor and notify changes made and satisfy the Engineer regarding the quality and

sufficiency of the staff, thus employed. The Client will have unquestionable right to ask for

changes in the quality and numbers of contractor’s supervisory staff and to order removal

from work of any such staff. The contractor shall comply with such orders and effect

replacement to the satisfaction of the Client.

Regarding sudden collapse of any structure or part thereof, due to non execution of work

as per drawings or due to lack of supervision or negligence from Contractor. Contractor

will be held responsible for damage lives of peoples and loss of client etc.

iv. Orders given to the contractor’s agent / representative shall be considered to have the force

as if these had been given to the contractor himself. If the contractor fails to appoint a suitable

agent as directed by the Client, the Client shall have full powers to suspend the execution of

the work until the contractor appoints such a responsible agent. Delay so caused to the works

shall not entitled the contractor for any compensation or extension in the due date for

completion of the work in this behalf.

v. The contractor shall inform the Architect cum PMC / Client in writing when any portion

of the work is ready for inspection giving him sufficient notice in advance to enable it to inspect




the same without affecting the further progress of the work. The work shall not be considered to

have been completed in accordance with the terms of the contract until the Client / Architect

cum PMC shall have certified in writing to that effect. An approval of materials or

workmanship or approval of part of the work during the progress of execution shall not bind the

Client or in any way affect him even to reject the work which is alleged to be complete and to

suspend the issue of his certificate of completion until such alteration and modifications or

reconstruction have been effected at the cost of the contractor as shall enable him to certify that

the work has been completed to his satisfaction.

vi. The Contractor shall provide at his cost, necessary ladders and such arrangements as to

provide necessary facilities and assistance for proper inspection of all parts of the work at his

own cost.

vii. The contractor shall not change any key person(s) without the prior written consent of the

GP Parsik Bank. Any violation on this count will attract severe pecuniary penal action against

the contractor.

2.8 WORK ORDER BOOK:

i. A site order book shall be maintained on site and it shall be the property of Corporation and

the contractor should promptly sign orders given there in by Client or his representative and his

superior officers, and comply with them. The Contractor shall report the compliance in within

the time instructed by the representative of client, so that it can be checked by client. The

Corporation will provide the blank site order book with machine numbered pages for this

purpose. The site order books have triplicate pages. Original pages will be retained by the GP

Parsik Bank Ltd.

2.9 ASSISTANCE IN PROCURING PRIORITIES PERMITS ETC:

i. The Client, on a written request by the Contractor, if client feel the request is reasonable

and in the interest of work and its progress, etc. where such permits are needed, the Corporation

will provide the support for the same. However, for the non-availability of such support or

delay in this behalf from Client , no claims on account of such failures are entitle by the

Corporation.

ii. The Contractor shall have to make his own arrangements for transportation & procuring

plants & machinery required for the work.

2.10 SAMPLES AND TESTING OF MATERIALS : i. All materials to be used on work shall be got approved before starting of the work from the




Client and shall pass the test and/or analysis required by it, which will be,

a) As specified in the specification for the items concerned and /or

b) I.S.I. specifications (whichever and wherever applicable) or

c) Such recognized specifications acceptable to Client as equivalent there to or

In absence of such authorized specification,

d) Such requirement test and/or analysis as may be specified by the Client in

order of precedence given above.

ii. The contractor shall at his own risk and cost make all arrangements and /or shall provide all

such facilities as the Client may require for collecting, preparing required number of samples of

the material to be used in the works, for test or analysis at such time and to such places as may

be directed by Engineer and bear all such charges. Such samples shall also be deposited with

Client.

iii. The contractor shall if and when required, submit at his cost the samples of materials to be

tested or analyzed and if so directed, shall not make use of or incorporate in the work any

materials represented by the samples until the required tests or analysis have been made and the

materials, finally accepted by the Client.

iv. The contractor shall not be eligible for any claim or compensation either arising out of any

delay in the work or due to any corrective measure required to be taken on account of and as a

result of testing of the materials.

v. The contractor or his authorized representative will be allowed to remain present in

departmental laboratory while testing the samples furnished by him. The results of all the tests

carried out in the departmental laboratory will be binding on the contractor or his authorized

representative.

vi. The contractor shall at his own cost & risk set up a laboratory at site to carry out the routine

tests of materials, which are to be used on the work. The tests will have to be carried out either

in his field laboratory or in an laboratory approved by the Client. In case tests are carried out in

field laboratory of contractor, at least 50% tests should be carried out in nearest quality control

laboratory of the department or any educational institute as approved by the client.

vii. Mix design of concrete will have to be obtained from laboratory approved by Engineer/

Architect cum PMC. The cement consumption for controlled concrete will be as per mix design

of concrete as approved by Client / Architect cum PMC but concrete shall satisfy the design

strength.




viii. In case of material procured by the contractor, he shall arrange testing as required by the

codes and specifications at his own cost. Testing shall be done in the presence of authorized

representative of the Client at the nearest approved laboratory. If additional testing other than

as required by specification is ordered, the testing charges shall be borne by the corporation, if

the test results are satisfactory and by the contractor, if the same are not satisfactory.

ix. Client may not supply any materials.

x. It is hereby clarified that, if at any stage of the works, it is found necessary from a safety

point of view to test any material and / part of the structures constructed by the Contractor, the

test shall be carried out by the Contractor with the help of the Corporation, at its own cost and

risk.

2.11 CO-ORDINATION WITH AGENCIES:

i. When several agencies for different sub-works on the project are to work simultaneously on

the project, there must be full co-ordination and co-operation between different contractors to

ensure timely completion of the whole project smoothly. The schedule dates for completion

specified in each contract shall therefore, be strictly adhered to each contractor may make his

independent arrangement for water, power, housing etc., if they so desire on the other hand, the

contractors are at liberty to make mutual agreement in this behalf and make joint arrangement

with the approval of the Engineer. No single contractor shall take any steps or action that may

cause disruption, discontent or disturbance of work, labour or arrangement etc., of other

contractors in the project location. Any action by any contractor, which the engineer in his

unquestioned discretion, may consider as infringement of the above code, would be considered

as a breach of the contract conditions and shall be dealt with as such.

ii. In case of any dispute, disagreements between the contractors, the Client’s decision

regarding the co-ordination, co-operation and facilities to be provided by the Contractors shall

be final and binding on the contractor concerned and such a decision or decisions shall not

vitiate any contract nor absolve the contractor(s) of his/their obligations under the contract nor

consider for the grant for any claim of compensation.

iii. It is hereby clarified that with regard to sub-letting please refer to clause.




2.12 RELATION WITH PUBLIC AUTHORITIES: The contractor shall comply with all rules regulations by laws and directions given from time to

time by any local or public authority in connection with this work and shall itself pay fees or

changes which are levied on it without any extra cost to the corporation.

2.13 LINE OUT OF THE PROJECT:

The contractor shall provide free of charge all labour, instrument and material required for

lining out, surveying, inspection and give mark out as decided by the Client and as considered

necessary for the proper and systematic execution of the work. The checking or inspection of

any setting out of any line or level or work by Engineer or his representative shall not in any

way relieve the contractor of his responsibility for correctness thereof. The contractor shall

carefully protect and preserve all benchmarks, site rails, pegs and stones etc. used in setting out

the work. Contractor may be required to redo / rectify or adjust the line of master layout & or of

individual buildings any number of times till the Client is convinced about all bench marks in

regard to correctness.

2.14 INITIAL MEASUREMENT OF WORK :

Where, for proper measurement of the work, it is mandatory and obligatory upon contractor to

take an measurement initial set of levels or other measurements. The said measurement will

recorded in the authorized field book or measurement book of Corporation by the Engineer or

authorized representative of P.M.C., It will be signed by the contractor who will be entitled to

have a true copy of the same made at his cost. Any failure on the part of the contractor to get

such levels etc., and have the same recorded before the commencement of the work will render

him liable to accept the decision of the Engineer as to the basis of taking measurement.

Likewise the contractor will not carry out / commence any item of work which will render its

subsequent measurements difficult or impossible without first getting the same jointly measured

by himself and the authorized representative of the Engineer. The record of such measurement

for the Corporation will be signed by the P.M.C.

2.15 PAYMENTS:

i. The tenderer must understand clearly that the rates/ offer/ percentage that will be finalized

and agreed to both the Contractor and the Client are for the completed work and include all cost

of material, lead of material, labour, scaffolding, plant, machinery, supervision, power, octroi

all duties, taxes etc. and should also include all expenses to cover the cost of night work if and

when required and no claim for additional payment beyond the prices or rates quoted will be

entertained. Further all payments shall be made in Indian Rupees (INR), adjusted for deductions




for advance payments, security deposit, other recoveries in terms of the Contract and taxes at

source, as applicable under the law.

ii. The mode of measurements has been indicated in standard specification book.

However, if there is any ambiguity or doubts in its respect, the decision of Superintending

Engineer will be final. Payment will be made as per the schedule of payment given in this

tender document.

iii. Payment of the Contractor(s) will be made by Cheque / Real Time Gross Settlement

(“R.T.G.S.”) drawn on any Bank with which the Client is having has an bank account, provided

the amount to be paid exceeds Rs.10/-. Amounts to be paid less than Rs.10/- shall be paid in

cash, Such bank account details are to be provided by the Contractor to the Client. In the event

that any wrong details are provided to the Client, the Client shall not be liable for any loss cause

on account of the same.

2.16 RUNNING ACCOUNT BILL : i. It is whereby specified that such bill should not exceed one / two in the month for which the

qualitative assessment of work is done. Monthly or otherwise as the Client may specify in this

behalf, the Contractor and the Architect cum PMC, shall make a quantitative assessment of the

work performed by Contractor at the site, in the manner mentioned herein, during the month or

other specified period and thereafter the Contractor may submit running account bills to the

Architect cum PMC as well as Client in an appropriate form along with all necessary

statements / documents i.e. test reports, basic calculations of % of work claimed for payment.

Architect cum PMC shall verify the said bill of Contractor within 48 (forty eight) hours and 24

(twenty four) hours respectively with remarks to PHC. Bill shall be signed by Contractor &

Architect cum PMC. M.B. duly signed & certified shall be submitted to GP PARSIK BANK

by Architect cum PMC immediately.

Contractor shall submit the compliance of previous inspection notes issued by the GP

PARSIK BANK. GP PARSIK BANK will not process the bill of the Contractor without

compliance of earlier inspection note.

ii. P.M.C.’s Staff will measure initial ground levels and final levels in presence of contractor’s

representative, for measuring the quantity of work done. The contractor shall supply required

labour and equipments etc. for taking joint measurements; Contractor shall remain present and

supply all labour and equipments for joint measurements.




iii. Contractor may obtain copies of the said measurements and of the bills paid to him at his

own cost and his own responsibility by attending the Corporation office. He or his agent may

copy down the same in consultation with the Deputy Engineer of Corporation.

Project Management Consultant will record the measurements / payment schedule in measurement book supplied by Gopinath Patil Parsik Janata Sahakari Bank with certification about quality and quantity of work, Contractor & Architect cum PMC will have to sign in M.B. at appropriate place in standard format of PHC. Architect cum PMC will furnish the certificate along with the bill through online by Digital Signature before submission to PHC.

v. Bills will be paid by Client through RTGS.

2.17 FINAL BILL:

i. The Contractor should submit final bill within one month after completion/ handing over of

the entire work and the same will be paid within 3 months, if it is in order. Disputed item and

claims if any shall be excluded from the final bill and settled separately later on, as per the

decision obtained in the dispute resolution procedure specified herein. Final bill shall be

submitted with documents as specified in Check list of Final bill of GP PARSIK BANK.

GP PARSIK BANK will not process the final bill of the Contractor without documents

mentioned in checklist.

2.18 TREASURE-TROVE:

In the event of discovery by the Contractor or his employees, during the progress of the work

any treasure, fossils, mineral or any other article of value or interest, the contractor shall give

immediate intimation thereof to the client and forthwith hand-over to the Client such treasure

of things which shall be the property of the Corporation.

2.19 PATENTED DEVICE:

Whenever the contractor desires to use any devices, materials or process covered by the letter of

patent or copyright, the right for such use shall be secured by suitable legal arrangement and

agreement with patent owner and the copy of their agreement shall be filed with the Client if so

desired by the latter. The Contractor, agrees to indemnity the Client against the claims by any

party on account of any infrignment or unauthorized use by the Contractor.

2.20 EXPLOSIVES:

The contractor shall at its own expenses construct and maintain proper magazines, if such are

required for the storage of explosives for use in connection with the work and such magazine

being situated, constructed and maintained in accordance with Client Rules applicable in the

behalf. The Contractor shall at his own expenses, obtain such license or licenses as may be

necessary for storing and using explosive. Not withstanding that the location etc., or storage of




explosive are approved by the Client, the Corporation shall not be liable whatsoever in

connection with storage and use of explosive on the site or any accident in or use of for which

explosives are employed being at the risk of contractor. Upon his sole responsibility, the

contractor hereby gives to Corporation, an absolute indemnity in respect thereof.

All / any hazardous materials brought on site by the contractor, for the execution of the work,

shall be the sole responsibility of the Contractor. The Contractor shall at his own expenses

obtain such license as may be necessary for storing and using such hazardous materials, the

Corporation shall not be liable whatsoever in connection with storage and use of such

hazardous materials on the site or any accident involving the use of such hazardous materials.

The Contractor hereby agrees to indemnifies the Client, and hold harmless the Client and its

respective employees, directors and officers and agents from and against any claims, demands

loss, damage or expenses (including cousel fees and legal cost) relating to bodily injury or

death of any person or damage to real and / or tangible property directly caused by the use or

storage of such explosives and hazardous materials by the Contractor.

2.21 QUARRIES:

i. Quarries are not available with the Corporation. The contractor (s) shall have to arrange the

same itself. The quarrying operations shall be carried out by the contractor with proper

equipment, and by using various safety measures such as compressors, Jackhammers drill bits;

explosives etc. and sufficient numbers of workmen shall be employed so as to get the required

outturn. Getting permission from Concerned Department or any statutory body will be the

responsibility of Contractor.

ii. The Contractor shall carry out the works in the quarries in conformity with all rules and

regulations already laid down or which the Client may lie that down from time to time. Any

cost incurred by Client due to non-compliance of any rules or regulations or due to damages by

the Contractor shall be the responsibility of the Contractor. The Client or his representative

shall be given full facilities by Contractor for inspection at all times or working of the quarry,

record maintained the stocks that the working records and storage are all in accordance with the

relevant rules. The Client or his representative shall at any time, be allowed to inspect the

works, building and equipment at the quarries.

iii. The contractor shall maintain at his own cost the books, registers etc., required to be

maintained under the relevant rules and regulations and as directed by the Client. These books

shall be open for inspection at all times by the Client or his representative and the Contractor

shall furnish the copies or extracts of books or registers as and when required.




iv. The contractor shall carry out all quarrying operations in an organized and expeditious

manner, systematically and with proper planning. The Contractor shall engage licensed blasters

and adopt electric blasting or any other approved method, which would ensure complete safety

to all the men, engaged in the quarry and its surroundings. The Contractor shall himself provide

suitable magazines and arrange to procure and store explosives, etc., as required under the rules

at his own cost. The designs and the location of the magazine shall be got approved in advance

from the Chief Inspector of Explosive and the rules and the Contractor as laid down by the

Chief Inspector of Explosives from time to time shall strictly adhere to regulations in this

connection. It is generally experienced that it takes time to obtain the necessary license for

blasting and license for storage of material from the concerned authorities. The Contractor must

take timely advance action for procuring all such license so that the work progress may not be

hampered.

v. The approaches roads to the quarrying place from the existing public roads have to be

arranged by the Contractor at his own cost and the Contractor at his own cost shall maintain the

approaches till the work is over.

vi. The quarrying operations shall be carried out by the contractor to the entire satisfaction of

the Client and the development of the quarry be made efficiently so as to avoid wastage of

stones. Only such stones as are of the required quality shall be used on the work. Any stone,

which in the opinion of the Client is not in accordance with the specifications or of required

quality, will be rejected at any time at the quarry or at the site of work. The rejected stones shall

not be used on the work and such rejected materials shall be cleared from the place as directed

by the contractor’s cost.

vii. Since all stones quarried from excavated Client land by the Contractor, including the

excavated over burden are the property of the Client, no stones or earth shall be supplied by the

Contractor to any other agencies or works or allow to be taken away for any other works. All

such surplus quarried material should be handed over by Contractor to Client free of cost at

quarry site duly heaped at the spots indicated by the Client. The Contractor will not be

entitled to refund of royalty if any paid by him for such quantity handed over to Client for

which necessary certificate will be issued by the Executive Engineer as per usual procedure. If,

however, the Client does not require such surplus material, the contractor may be allowed to

dispose off or use such material elsewhere with prior written permission of the Client. Leaving

off a quarry face or opening of a new quarry face shall be done only on the approval of the

Client. No extra payment shall be done for transporting such material either within the site or

outside the site.

viii. Quarrying permission will have to be directly obtained by the Contractor from The

Collector of the District, concerned for which purpose the corporation will render necessary




assistance. All octroi duties and royalty charges will have to be borne by the Contractor.

Regarding royalty charges refer Clause No. 12.20 of chapter no.12 “Conditions of Contract”.

ix. The Contractor will be permitted to erect sheds at his own risk and cost, if suitable vacant

area of Client/ user is available for the purpose of his own structures for stores, offices etc. at

places approved by the Client/ user. On completion of the work, the Contractor shall remove all

the structures erected by him and restore the site to its original condition.

x. The Tenderer shall not use any land in the site either for cultivation or for any other purpose

except that required for breaking or stacking or transporting stones, Labour sheds, Stores, for

camping of machinery etc.

2.22 ACCIDENT:

i.In the event of an accident involving serious injuries or damages to human life or death of any

of his employees and or contract labours the same shall be reported forthwith to the Nearest

Police Station .

ii.In the event of an accident involving serious injuries or damages to human life or death of any

of his employees and or labours the same shall be reported within twenty-four hours of the

occurrence to the client and to the labour commissioner of workmen’s for compensation.

iii. In case of fatal accident or serious non-fatal accidents, contractor will have to pay

compensation to injured worker/dependents of deceased workers as decided by Commissioner

Workmen Compensation Act. The amount of compensation likely to be payable will be kept

under deposit by withholding that amount from running bills payable to contractor till the final

running bills payable to Contractor, & till the final decision is received from the labour

commissioner of labour department whichever is later.

2.23 POLICE PROTECTION:

For the special Protection of labour Camp of the Contractor and its equipment etc., the

corporation will help the Contractor as far as possible to arrange for such protection with the

concerned authorities if so requested by the Contractor in writing. The full cost of such

protections will be borne by the Contractor.

The Contractor shall also prevent the encroachment / trespass, dumping of the waste / debris,

unauthorized construction, whether permanent or temporary in nature, on the common / open

areas in and around the sites. The Contractor shall have to file a complaint in the concerned

police station in this respect and it will be Contractor responsibility to remove the same with the

assistance of the Client on taking proper police protection.




2.24 TESTING & REJECTION OF WORK:

If it is found necessary from safety point of view to test any part of the structure, the test shall

be carried out by the Contractor with the help of the Corporation at his own cost.

Defective work not meeting the specification of the tender is liable to be rejected at any stage

by the Client. The Contractor on no account can refuse to rectify the defects merely on reasons

that further work has been carried out. No extra payment shall be made for rectification.

2.25 CHANGE OF CEMENT CONTENT:

The rates mentioned in the bid by the Contractor for any item, involving the use of cement,

shall apply to the entire quantity of cement specified, for the mix for that item in the

specification. If, for any reason, required for compensating the deficiencies in the components,

the cement content and proportions are altered by the client at any time or from time to time,

the rates mentioned in the bid by the Contractor will remain the same.

2.26 DRAWINGS:

The details shown in tendered drawings submitted by the Contractor and all other information

pertaining to the site and works be treated as indicative and provisional only and are liable to

variation as found necessary while preparing, working drawings which will be supplied by the

Corporation during execution, if necessary. No claim whatsoever shall be admissible on

account of minor variation; Client’s decision in this regard shall be final & binding on

contractor. Maximum 2 sets of all working drawings will be issued to the contractor free of

cost. Additional copies later on will be issued, if required, at extra cost.

2.27 RECOVERIES:

The recoveries if any due from contractor will be recovered as if it were arrears of land revenue

collected through the Collector of the District.

2.28 Protection of underground telephone and aerial Telephone wires and poles,

transmission towers, and water supply, sewer lines:

i. During the execution of work, it is likely that the contractor may be required to deal with

under ground / over head live or dead telephone cable, electrical cables, poles, existing live /

dead water supply or sewer’s lines etc., it will therefore, be the responsibility of the Contractor

to protect them carefully, in all such cases it should be brought to the notice of the Client by the

Contractor and also to the concerned department. Any damage whatsoever done to these cables

and pipelines or any type of structures if any, by the Contractor, shall be made good by him at




his own cost, as directed by the Client and relevant authorities, if any.

ii. The contractor shall remove; shift existing electrical poles / lines, telephones lines, cables,

water supply lines, sewers lines, trees, or any structure coming in the way of construction if

any. Such removal may require permission of concerned authorities, before their removal, such

removal, should be obtained by the Contractor at his own cost. Only after obtaining such

permission. Contractor shall remove, replace, and reconnect or reconstruct all necessary

concerned poles, lines, cable structures etc., on its own cost & as directed by the Client and / or

relevant authority. Further if any charges are to be paid to the concerned authority may also be

paid by the contractor only. In the event that any relevant authority, does not permit such

removal or shifting, the same shall immediately be brought to the notice of the Client.

Thereafter the Client shall take a decision on the said matter.

iii. If any delay occurs on account of shifting of existing electrical poles ,telephone lines, water

pipe lines, cutting and shifting of trees and other structures obstructing the work, where

permission has been accorded by the relevant authorities for such removal or shifting, no

compensation or extension on account of delay, will be entertained.

iv. The contractor after completion of work, shall have to clean the site of all debris and

remove all unused materials other than those supplied by the corporation and all plant and

machinery, equipment, tools etc., belonging to him within fifteen days from the date of

completion of the work, or otherwise the same shall be removed by the Corporation at his cost

and all useful materials and the contractor shall not be entitled for payment of any

compensation for the same.

2.29 HANDING OVER OF WORK:

All the work and materials before finally being taken over and before handing over to the

Corporation will be the sole liability of the contractor for guarding, maintaining and making

good any damages of any magnitude which have occurred before handing over. Interim

payments made for such work, will not alter this position.

2.30 CLAIMS FOR WORK:

Bills for extra work or for any claim, shall be paid separately apart from the interim bills for the

main work. The payment of bills for the main work shall not be withheld for want of decision

on the extras or claims not covered in the appendices.




Claims for additional work shall be registered within 30 days of completion of such work along

with all supporting documents. Bills for these claims including supporting data/details may be

submitted within days of registration of the said claims..

2.31 DISPUTES AND ARBITRATION:

The bidding process shall be governed by and construed in accordance with the laws of India

and the Courts Mumbai shall have exclusive jurisdiction over all disputes arising under,

pursuant to and / or in connection with the bidding process.

In the event of any disputes between the Contractor and the Client, the Corporation has set up a

Standing Committee at Corporation level for considering the claims and other disputes arising

herein :

i] Technical Sub-Committee of Board of Directors.

The Managing Director of the Corporation shall be the Chairman of the Committee. The

Technical members of the Board of Directors of GP Parsik Bank Ltd., (P.W.D. Secretary or his

representative) who are not concerned directly with the work, which is the subject matter of

claims or disputes of the contractor, and General Manager and F.A & C.A.O. of the Client shall

be the members of this committee. Arbitration under the Arbitration and Conciliation Act, 1996

shall not be permissible. The Technical Head of the Client shall be convener of the Committee.

ii] Functions of the Committee:

The Committee will examine disputes and claims of the contractors as are referred to it and also

which involve the question of additional payment to contractors over and above.

a. What is payable to them.

b. Such payment as the Client may have approved under the terms of contract or by way of

payment under item rate list.

iii] Powers of The Committee:

1) The Committee shall have full powers to examine and to decide the claims in respect of

disputed under the contract subject to sub-clause iv] ; as are referred to it in so far as the

decisions of the committee are unanimous.

2) In respect of claims on which the decision of the committee is not unanimous, The

Managing Director of Corporation, shall submit the claims to the Board of Directors of the

corporation for final orders.

3) Although the claims as may be admitted by the Committee, or the Board of Directors as the

case may be, shall be final and binding on Corporation, the concerned contractor shall have the




right to go to the court of law in case he is not satisfied with the decision either of the Standing

Committee or the Board of Directors.

Despite the appointment of the standing committee, the Client powers under the relevant

provisions of the contract shall remain unaltered and only such disputes or claims of contractor

as are decided initially by the Client, but the contractor is not prepared to accept the decision of

the Client, shall be held eligible for examination for a possible reference to the standing

committee. The disputes or claims, which are decided by the Client concerned and with which

the contractor is not satisfied, may be referred to the standing committee only.

The Audit shall reserve its right to examine and comment on the recommendations of the

Standing Committee or on the final orders of the Board of Director in the case of claim where

the decision of the Standing Committee is not unanimous.

iv] Minimum amount of claim to be referred to the committee:

Disputes or claims arising out of contracts, the accepted value of which is less than Rs.

5,00,000/- shall not be referred to the committee.

In case of contract, the accepted value of which exceeds Rs. 5,00,000/- disputes or claims

shall be referred to the Standing Committee only if the amount of each claim is not less

than Rs.50,000/-.

v] All disputes shall subject to the Laws of India and to the exclusive jurisdiction of Mumbai

jurisdiction only.




3. SCHEDULE "B" DETAIL ITEM OF WORKS

NOTE 1 : These specifications shall be followed to understand further technical scope in addition to detail

scope of work or technical brief Civil Specifications. In case of Contradiction, particular specification of

material and work as given in detail scope of work shall be followed either in lieu or otherwise as per

instructions of Client.

NOTE 2 : Description of item with Specification No. Page No. as per Standard specification book of

P.W. Dept. of Govt. of Maharashtra Vol. I (1979) & Vol. II (1981) edition & P.W.D. Civil / P.W.D.

3.1 BUILDING WORK

Sr.

No. Description of Items.

EXCAVATION AND FILLING

1 Excavation for foundation for individual footing/mass excavation in earth, soil of all types,

sand, gravel and soft/ hard murum, soft/ hard rock by blasting/ chiseling including removing

the excavated material up to a distance of 50 m. beyond the building area & stacking and

spreading as directed, dewatering, preparing the bed for the foundation and necessary

backfilling, ramming, watering including shoring and strutting etc. complete.

With lift up to 2.70 m

Note for Excavation and filling work: Building and compound wall

1. The Contractor shall excavate upto depth 2.70 meter and having Soil Bearing Capacity 200

KN per Square Meter.

2. The foundation strata shall be approved by Structural Design Engineer after completion of

2.70 Meter depth of excavation.

3. The additional payment due to additional excavation more than 2.70 Meter depth will be

paid at the current year of District Schedule of Rate.

4. If the depth of excavation less than 2.70 Meter then the amount against the saving quantity

of excavation will be recovered at the current year of DSR.

5. Dewatering, if required during execution, shall be done by contractor without any extra

claim.




2 Filling in plinth and floors with approved excavated materials in 15 cm to 20 cm layers

including watering and compaction etc complete.

3 Filling in plinth and floors with contractor's material approved by Engineer in 15 cm to 20cm.

layers including watering and compaction etc complete.

Note:

1. Additional Murum procured by the Contractor with prior written permission of client will

only be entitled for claims.

4 Providing dry trap / granite / quartzite / gneiss rubble stone soling 15 cm to 20 cm thick

including hand packing and compacting complete.

5 Providing antitermite treatment for foundation and plinth by treating soil and back filling

material in immediate contact of foundation by spreading 0.5% emulsion concentrate with the

insecticide like chloropyrip as Heptachlor, chlordane or as specified in I.S. 6313 (Part II & III)

: 1981 at the rate of 5 litres per square metre area including all material, labour, equipments

etc. complete covering 7 years guarantee on stamp paper for termite resistance

Note:

1. Mode of measurement: surface area of soil treated.

PLOT DEVELOPMENT

6 Excavation over required area for plot development by manual / mechanical means in soil of all

sorts sand, gravel, soft murum and hard murum, hard murum with boulders including dressing

section to the required level or grade and conveying the excavated materials with all lifts up to

a lead of 50m. and spreading for embankment or stacking etc. complete.

7 Conveying materials obtained from cutting including all lifts, laying in layers, breaking clods,

dressing to the required lines, curves, grades and section from the site of excavation to the site

of deposition as directed with at any lead.

8 Laying materials obtained from cutting in layers, breaking clods, dressing to the required level

or grades for plot filling within a lead 50 m.

9 Supplying hard murum/ kankar at plot, including conveying and stacking etc. complete.

10 Spreading hard murum over required area of plot in level or grade

11 Compacting sub base / blanketing of hard murum/kankar (upto 300 mm loose) with power

roller including artificial watering etc complete.

PLAIN CEMENT CONCRETE

12 Providing and laying in situ, cement concrete M-15 / 1:2:4 of trap / granite / quartzite / gneiss

metal for foundation and bedding including bailing-out water manually, formwork,

compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing etc.

complete.




13 Providing and casting in situ cement concrete M-20 of trap / granite / quartzite / gneiss metal,

moulded or chamfered as per drawing or as directed for bed blocks, foundation blocks,

including centering, form work, compacting, covering newly laid concrete by gunny bag,

plastic or tarpaulin, roughening them if special finish is to be provided and curing and finishing

if required etc. complete.

I. For coping to plinth and parapet

II. For bed blocks

III. For plain or moulded sills, cornice, jambs, architraves

REINFORCED CEMENT CONCRETE

14 Providing and laying in situ cement concrete of M-30 grade of trap / granite / quartzite / gneiss

metal for R.C.C. work in foundations like raft, grillages, strips, foundations and footings of

R.C.C. columns and steel stanchions including bailing-out water manually, formwork,

compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing and

roughening the surface if special finish is to be provided etc complete.

15 Providing and casting in situ cement concrete of M-30 grade of trap granite / quartzite / gneiss

metal for R.C.C. columns as per detailed designs and drawings or as directed including fixing

plastic cover block of required size at 1.5 meter C/C near the edge of each side and at the

center when the width is more than 75 cm. to reinforcement to give required clear cover 40mm

to 65mm from all sides in R.C.C. Column, centering, formwork of plywood / steel,

compaction, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing etc.

complete.


metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed

including placing in position plastic cover block of required size at 90 cm. C/C each main

bottom bars to stamping at sides to give required clear cover from all sides in R.C.C. Beam,

centering, formwork of plywood / steel, compaction, covering newly laid concrete by gunny

bag, plastic or tarpaulin, curing etc. complete.


metal for R.C.C. slabs and landings as per detailed designs and drawings or as directed

including fixing plastic cover block of required size at 27 Nos in per 10Sqm to reinforcement

to give a clear cover of 15 mm in R.C.C. Slabs, fixing fan hook box of 100 mm diameter PVC

or MS material with required depth with holes or notches as required, bottom with 12 mm dia.

M.S. bar bent to shape with hooked ends for fan hook and painting to exposed surface,

centering, formwork of steel, compaction, covering newly laid concrete by gunny bag, plastic

or tarpaulin, curing etc. complete.




18 Providing and fixing fan hook box of 2mm thick M.S. sheet rectangular size 180 x 100 mm

with required depth with holes or notches as required, bottom and top sides of 1.6 mm M.S.

sheet fixed with 3.5 mm dia round headed screws together with 12mm dia. M.S. bar bent to

shape with hooked ends for fan hook and painting to exposed surface etc. complete


metal for R.C.C. chhajja as per detailed designs and drawings or as directed including




metal for R.C.C. canopy as per detailed designs and drawings or as directed including




metal for R.C.C. pardi/Shear wall upto 300mm thickness as per detailed designs and drawings

or as directed including centering, formwork of steel, compaction, covering newly laid concrete

by gunny bag, plastic or tarpaulin, curing etc. complete.


metal for R.C.C. Trade & Risers for staircase, waist slabs as per detailed designs and drawings

or as directed including centering, formwork of steel, compaction, covering newly laid concrete

by gunny bag, plastic or tarpaulin, curing etc. complete.

23 Providing and fixing in position T.M.T. steel bar reinforcement of various diameters for R.C.C.

pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas,

lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules

including cutting, bending, hooking the bars, binding with wires or tack welding and

supporting as required etc complete.

24 Providing and laying 50 mm thick layer in cement mortar 1:8 below plinth beam including

floating, watering, curing and levelling and ramming the bed if necessary before laying the

layer etc. complete.

25 Providing and fixing Plastic Cover Blocks of required size at 1.5 metre C / C near the edge of

each side and at centre when the width is more than 75 cm to reinforcement to give a clear

cover of 40 mm. to 65 mm. from all sides in R.C.C. columns etc complete.

26 Providing and fixing Plastic Cover Blocks of required size at 27 Nos. in per 10 sq.m. to

reinforcement to give a clear cover of 20 mm in RCC. Slab etc complete.




27 Providing and placing in position Plastic Cover Blocks of required size at 90 cm. c / c to each

main bottom bars & to stamping at sides to give required clear cover from all sides in RCC

Beams etc complete.

Note for RCC work:

1. Necessary and adequate staging, scaffolding, props and gangway for work at all heights,

especially for work of some spaces may need double stage scaffolding.

2. Wooden planks shuttering, old centering shuttering, M.S. plate centering will not be

allowed. The concreting of slab shall be in form finish by using plywood centering.

3. The Contractor to provide Bar Bending Schedule based on Structural Drawings for

approval from Structural Consultants / Architect cum PMC, prior to fabrication of Steel /

Reinforcement.

4. The contractor shall be carried out concrete work after certification of design engineer in

written form.

5. The photographs of steel placing shall be submitted to client for verification of progress

of work, steel placing and record purpose if required during investigation of work. All

cover blocks shall be PVC of approved make.

6. After removing of formwork, if concrete surface found honeycombing below 1.00 sqft

area, it should be rectified by rich cement mortar 1:1 with mixing of polypropylene fibers

within seven days at contractors cost.

7. Hacking of all concrete surfaces shall be done as soon as shuttering is removed.

8. Concrete shall be cured by keeping continuously wet by covering with wet sacking,

hessian and/ or ponding etc for a period not less than 14 days. If curing is not done then

load test will be directed for testing of RCC member at contractors cost.

9. Concreting of slab shall be done in one continuous operation.

10. The curing of concrete shall be done in technical manner. If Architect cum PMC

informed in written form that no curing of concrete is done by contractor or inadequate

curing then the slab will be tested by low test at the risk & cost of contractor.

11. Stirrups in columns shall be 100mm C/C.

12. The stirrups in columns to columns beams up to 2d shall be 100mm C/C.

13. The development length to bar shall be provided at the end of beam steel for columns

joint.

14. Cover block either plastic or required diameter of bar is allowed instead of concrete

block.

AAC BLOCK WORK & BRICK WORK




28 Providing Brick masonry in cement mortar 1:6 using Fly ash bricks in foundations and plinth

of inner walls / in plinth of external walls including bailing-out water manually, striking joints

on unexposed faces, raking out joints on exposed faces and watering complete.(Up to Plinth)

29 Providing Autoclave Aerated Cellular Concrete block masonry of 200mm thick having block

size 625x200x150mm in cement mortar 1:6 in Superstructure of external & internal walls

including bailing out water manually, striking joints on exposed faces and watering complete.

30 Providing Autoclave Aerated Cellular Concrete block masonry of 150mm thick having block



Note for AAC Block Work & Brick work:

1. The masonry should be done in proper line, level and plumb, which shall be verified with

respect to flooring tile joints, otherwise the defective masonry shall be dismantled at any

stage, even after painting. Density of AAC Block – 551 to 650 Kg/Sq.mt & Crushing

strength – 30Kg/Sq.mt.

2. Bricks/AAC Block should be soaked in water before using in masonry.

3. Joints of AAC Block masonry shall be done by chemical paste / mortar.

STONE WORK

31 Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement

mortar 1:6 in foundations and plinth of inner walls / in plinth of external walls including

bailing-out water manually, striking joints on unexposed faces and watering complete.

32 Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement

mortar 1:6 in superstructure with pointing work including raking out joints when plastering is

to be done / striking joints when no plastering is to be done watering and scaffolding etc

complete.

Note for Stone work:

1. Header Stretcher stones shall be provided at 1.80 m horizontally and vertically. Header

stones in each course shall be staggered, so that each will be near about the middle of the

two in the course below and above.

2. Header stones placed in masonry shall be marked with oil paint on face to identify them

after completion of masonry.

WATERPROOFING WORK

33 Providing membrane-waterproofing technology with APP / SBS membrane of 4mm to

3mm thick to terrace with waterproof IPS of 75mm thickness over the membrane to maintain

the slop to drain out rainwater from the terrace etc., covering 7 years guarantee on Court Fee




Stamp paper of Rs.100/- including ponding test etc. complete.

34 Providing membrane-waterproofing technology with APP / SBS membrane of 4mm to

3mm thick to floors and sanitary blocks along with India water proofing or alike consisting of

one layer of B.B. coba of 5 cm to 7.5 cm thick in cement mortar 1:2 sandwiched between two

layers of cement mortar 1:4, 20 mm thick mixed with water proofing compound, top finishing

coat of cement slurry 6 to 12 mm thick with water proofing compound etc. complete with 32

mm dia. PVC pressure relief pipe of adequate length including waterproofing treatment to 30

cm height of wall in cement mortar 1:4 and covering 7 years guarantee on court fee stamp of

Rs.100 with ponding test including all lead, lift etc. complete.

35 Providing water proof bedding for flooring of Bath and WC 25 mm thick in C.M.1:3

including using 1 kg of water proof compound per bag of cement with 7 years guarantee on

court fee stamp of Rs. 100 / - with ponding test including leveling, curing etc. complete.

36 Providing water proofing treatment using polymerized water proofing compound to the virgin

slab in 3 coats including material and labour etc. with 7 years guarantee on court fee stamp of

Rs.100 / - with ponding test including leveling, curing etc. complete.

Note : Waterproofing work at specified locations:

1. Levels of waterproofing, as per the locations of rainwater pipes – ridges – valleys shown

in architectural drawing, shall be marked on parapet walls. Work shall commence only

after checking of levels and approval of Architect cum PMC.

2. All water proofing work shall be tested by ponding and filling with water. If any leakages

noticed then it shall be rectified immediately by injection grouting by the contractor at his

own cost. Any other damage caused by such leakage shall also be rectified by the

contractor at his own cost.

3. The water proofing work shall be 100% water proof, leak proof & damp proof.

4. Minimum thickness of W.C. Bath room/toilet & terraces is considered as 150mm thick.

Considering thickness and grade of concrete leakages through slab should not be

observed. Contractor is fully responsible for leakage, seepage or dampness of whatever

nature.

37 Providing and fixing 20 to 25 millimeter thick rough shahabad single layer box type water

proofing treatment to vertical outside faces of Reinforced Cement Concrete walls of basements

/ underground floors including filling the gap of 25 millimeter between rough shahabad and

Reinforced Cement Concrete wall with cement grout mixed with water proofing liquid

Algiproof or alike with one tile lift method, brushing the joints horizontally with cement slurry




mixed with water proofing liquid for width 30 to 35 millimeter and sloping coping over

topmost tile with cement mortar 1:3, butting the bottom most with cement concrete 1:2:4 mixed

with water proofing liquid, curing, with 7 years guarantee on court fee stamp of Rs.100 / - with

ponding test etc. complete. (For underground water tank)

PLASTERING AND POINTING

38 Providing internal cement plaster 6mm thick in a single coat in cement mortar 1:4 without

neeru finish to concrete surface in all positions including scaffolding, providing groove at joint

of Brick Masonry and concrete members if necessary, curing etc. complete.

Note:

1. For ceiling

39 Providing internal cement plaster 12mm thick in single coat in cement mortar 1:5 without

neeru finish to concrete or brick surfaces, in all positions including scaffolding, providing

groove at joint of Burnt Brick Masonry and concrete members if necessary, curing etc.

complete.

Note:

1. For internal walls of w.c. & bath.

40 Providing to the ceiling, finishing of white cement based hard putty like Wallcare putty,

snowcem putty or alike in 2 coats with a total maximum thickness upto 1.50 mm so as to bring

the surface to a perfect line and level, including rubbing, removing loose material, sand

papering of the surface to be finished, all material, labour, tools, plants, scaffolding, curing as

per the manufacturer's specifications etc. complete.

Note:

1. For ceiling & internal walls.

41 Providing in line and level, Gypsum plaster of 10 mm thick, in single coat to internal wall and

ceiling surfaces in all positions including scaffolding etc. complete.

Note : 1. All rooms except w.c. & bathroom and kitchen dado.

42 Providing sand faced plaster externally in cement mortar using Kharsalia / Kasaba or similar

type of sand, in all positions including base coat of 15mm thick in C.M. 1:4 using

waterproofing compound at 1kg.per cement bag, curing the same for not less than 3 days and

keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8mm thick

in C.M. 1:4, finishing the surface by taking out grains and curing for fourteen days, scaffolding

etc. complete.

43 Providing tuck pointing with cement mortar 1:3 for stone masonry work including scaffolding

and curing etc complete.




Providing and fixing about 30cm width chicken mesh of 22 gauge of approved quality over

joints of R.C.C. member and brick wall including fixing of mesh, necessary nailing, drilling,

tying etc. complete.

44

Note for all Plastering work: 1. The plastering work shall include necessary hacking of RCC surfaces, racking out masonry joints, applying chemical adhesive coat on concrete surfaces for proper bond and applying scratch coat of plaster. 2. Sand plaster shall be cured for 14 days by wet curing. During this period, plaster shall be protected from exposure to extremes of temperature and weather. 3. All Internal and External plaster surfaces should be in line, level and plumb, it should be confirmed by Technical instruments. 4. Plaster surface shall be 100 percent crack free, if Gypsum plaster is done over sand face plaster. 5. The external surface of wall, edges, corners, fins shall be perfectly in line and level before painting work. 6. The defective plaster work will be rejected even after completion of painting work.

FLOORING AND DADO

KOTAH STONE

45 Providing and fixing in required positions, flooring of polished Kotah stone slabs 25mm to

30mm thick and of required width on 1:2 lime plaster / 1:4 cement plaster including cement

float, filling joints with cements slurry, curing, rubbing, polishing and cleaning etc complete.

Note: 1. For midlandings in staircases, passages, security cabin, pump house, electric

panel/meter room.

46 Providing and fixing in required positions, dado & skirting of polished Kotah stone slabs

25mm to 30mm thick and of required width on 1:2 lime plaster / 1:4 cement plaster including

cement float, filling joints with cements slurry, curing, rubbing, polishing and cleaning etc

complete.

Note: 1. For passages, security cabin, Elect panel/ meter room, Pump house, midlandings and

in staircases.

47 Providing and laying polished Kotah stone slabs 20 to 25 mm thick for treads and risers of

steps and staircases, with rounded nosing for the treads on a bed of 1:4 cement mortar

including cement float, filling joints with neat cement slurry, curing, polishing and cleaning etc

complete.

Note:1. For staircases of building, courtyard steps.

ROCK FINISH PAVER TILES

48 Providing and fixing 328mm x 328mm x 28mm thick factory made hydraulically compressed

mechanically vibrated and compacted precast rubber molded with laquor finish rock paver

tiles of concrete of approved size and shape as specified including necessary excavation in all

strata, spreading blind edge of fine sand over the prepared bed compacting blocks by plate




vibration and finishing etc complete. For plinth protection & front portion of building.

Note : 1) For plinth protection & front portion of building.

VITRIFIED TILES

49 Providing and fixing antiskid Glazed / rustic vitrified tiles of approved quality 605 mm x 605

mm or 600 mm x 600 mm, 10mm thick for flooring in required position laid on a bed of 1:4

cement mortar, including cement float, filling joints with white/ coloured cement slurry,

cleaning, curing etc complete.

Note: 1. In all rooms, Lobby.

50 Providing and laying Glazed / Digital vitrified tiles tiles of approved quality and size 600 x

600 x 7 mm thick for dado and skirting in required position, in one colours, as per design

pattern and drawing, with readymade adhesive mortar of approved quality on plaster of 1:2

cement mortar including joint filling with white / colour cement slurry, cleaning, curing etc

complete.

Note: 1. For dado all room & lobby.

51 Providing and fixing antiskid Glazed / rustic Ceramic tiles of approved quality 605 mm x 605

mm or 600 mm x 600 mm, 10mm thick for flooring in required position laid on a bed of 1:4

cement mortar, including cement float, filling joints with white/ coloured cement slurry,

cleaning, curing etc complete.

Note:

1. In Dry Balcony & all toilet.

52 Providing and fixing Glazed Ceramic tiles of approved quality and size 300 x 600 x 7 mm

thick for dado and skirting in required position, in one colours, as per design pattern and

drawing, with readymade adhesive mortar of approved quality on plaster of 1:2 cement mortar

including joint filling with white / colour cement slurry, cleaning, curing etc complete.

Note: In all toilet & above & 3side walls of kitchen platform.

GRANITE

53 Providing and fixing in required polished Granite of approved colour stone skirting or dado of

16mm to 20mm thick and of required width on 1:4 cement plaster including cement float,

filling joints with same coloured cement slurry, curing, rubbing, and cleaning etc complete.

Note: 1. For entrance steps skirting.

54 Providing and laying polished Granite stone slab of approved colour and 16mm to 20mm thick

for treads and risers of steps and staircases, with rounded nosing for the treads on a bed of 1:4

cement mortar including cement float, filling joints with neat cement slurry, curing, and

cleaning etc complete.




Note:

1. For entrance steps.

2. Granite shall be in one piece.

55 Providing sills of polished Granite of approved colour stone and 16mm to 20mm thick of

approved quality vein and colour with machine polished surface on a bed of Cement Mortar 1:4

including neat cement float filling joints with neat cement slurry to match the colour of the

slabs curing, rounding edges and cleaning etc. complete.

Note:

1. For all windows, ventilators - sills and jambs. (Sandwich type sill as specified in drawing

and plain jambs and top.)

56 Providing 16 to 20 mm thick partitions of both sides polished Granite stone slabs of approved

shapes, quality and colour for urinals, including cutting holes of required size in the appropriate

places to receive pipes etc., fixing in cement mortar 1.3 curing and cleaning etc. complete.

Note:

1. For urinal partitions in toilet blocks. (Locations and sizes as specified in drawing of

Gymnasium)

2. Type of granite – Pearl black.

3. Note for all Flooring and Dado work:

1. Tiles used to be Fully Homogeneous Decorative Tiles having water absorption less than

0.05% and of approved make.

2. Size of stone for Treads and risers shall be as per drawing and treads to have 3 Nos. 6 mm X

3 mm grooves on top at front or as detailed in drawing

3. The staircase sides shall have slopping skirting 100 mm high in perpendicular from top of

nosing in inclined profile parallel to the staircase waist slab as detailed in drawing or as

directed by the Architect cum PMC / Client.

4. The dado tiles shall be fixed as per arrow marked on back side of tiles.

5. The joints of tiles shall be in continuous form in all rooms & passage etc.

6. The groove shall be provided at the top of skirting tiles in all rooms.

PAINTING

INTERNAL PAINTING 57 Providing and applying primer coat for internal wall surfaces and ceilings including

scaffolding etc. complete. Note: 1. For priming coat prior to application of OBD on ceilings and Plastic emulsion paint to internal walls.

58 Providing and applying washable oil-bound distemper of approved colour and shade to old




and new surfaces in two coats including scaffolding, preparing the surfaces etc complete. Note: 1. For all ceilings in building.

59 Providing and applying plastic emulsion paint of approved quality, colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces etc complete. Note: 1. For all walls in building.

60 Providing and applying Priming coat over new wood and wood based surfaces, including

preparing the surfaces by thoroughly cleaning oil, grease, dirt and other foreign matter, sand

papering and knotting, scaffolding etc complete.

Note: 1. Priming coat prior to application of synthetic enamel paint to wood/wood based surfaces.

61 Providing and applying Priming coat over new steel and other metal surfaces, including

preparing the surfaces by thoroughly cleaning oil, grease, dirt and other foreign matter, sand

papering and knotting, scaffolding etc complete.

Note: 1. Priming coat prior to application of synthetic enamel paint to steel or other metal

surfaces.

62 Providing and applying two coats of synthetic enamel paint of approved colour to new / old

structural steel work and wood work in buildings, including scaffolding if necessary, cleaning

and preparing the surface complete.

63 Providing and applying melamine polish of required finish to the wood work by spray

machine including knotting and preparing the even surface by scrapping, applying French

polishing scaffolding if necessary, cleaning etc. complete.

Note:- 1. Main entrance door Frame.

EXTERNAL PAINTING

64 Providing and applying two coats of polymer based external paint of standard manufacture

like Apex from Asian Paints, Excel from Nerolac paints of approved colour to the plastered

surfaces including primer coat, scaffolding if necessary, cleaning and preparing the surface etc.

for specified buildings complete.

Note:

1. Primer of same manufacturer shall be applied with manufacturer’s specifications.

2. 5 years warranty regarding antifungal property and overall performance of paint shall

be submitted.

3. Maintain register regarding date of manufacturing of paint.

DOOR WINDOWS (FRAMES AND SHUTTERS)

DOORS

65 Providing and fixing Country teak wood frame of required section for second class doors,




windows / with /without ventilators, with/ without fan light and clear storey window including

all moulding, chamfering, rounding, and abauting holdfasts and finishing with one coat of

primer etc. complete.

1. For Main entrance Door frame.

66 Providing and fixing Concrete frame of various sizes for doors / without / with ventilator

windows with ventilator / fanlight and clear storey window including all mouldings,

champering, rounding, finishing with colour and rebating holdfast etc. complete.

67 Providing and fixing Decorative type of exterior grade including French polishing / waxing

solid core flush door in single leaf 35 mm thick as per detailed drawing approved face 1.50

mm thick lamination on both faces with / without glazing and venetians in the positions shown

on the drawings or as directed, all necessary beads, mouldings and lipping, chromium plated

fixtures and fastenings on both sides and finishing complete.

Note :

1. Laminate sheet shall be in one colour as approved by Client.

2. Fixtures & fastening should be as per ironmongery specified in drawings.

3. Provide peep hole & safety chain to main entrance shutter.

68 Providing and fixing fibre glass reinforced polymer door (FRP Door) shutter 35mm thick

confirming to I.S. 4020 ( 1 to 7 )1994 without ventilator including stainless steel fixtures

fastening etc. complete.

Note:

1. For WC – Bath – toilet blocks.

2. Fixures & fastening should be as per ironmongery specified in drawing.

69 Providing and fixing collapsible steel gates in two leaves, with channel pickets, pivoted flat

bars, including top and bottom guides, rollers, stoppers, handles, all fitting accessories, locking

arrangement and one coat of red lead primer etc. complete.

WINDOWS

70 Providing and fixing in position Alluminium sliding/fixed windows / ventilators of

various sizes with colour etc. complete

71 Supplying and fixing in position Colour Aluminium windows with glass etc. complete.

IRON WORK

72 Providing and fixing mild steel grill work weighing 15 to 16 kg / sqm. for windows, ventilators

etc. as per drawing including fixtures, necessary welding & painting with one coats of red

oxide / zinc oxide / anti corrosive paint & two coats of oil painting etc. complete.

Note:

1. As a protection grills to windows from external side.




2. The MS grill shall be prepared as per design and drawing and the weight shall be 15 to 16

kg/ sqm. The section of MS grill will be changed after verification of weight at the time of

approval of grill at site.

73 Providing, fabricating and fixing in pardi of staircase, hand rail of Mild Steel pipe of 40mm dia

fixed in pardi with clamps as per drawings made of 25mm dia Stainless Steel pipe and vesicles

supports 16 mm spare bar as per drawing.

Note:

1. For staircase railings.

74 Providing, fabricating and fixing in pardi of balcony, hand rail of Mild Steel pipe of 40mm dia

fixed in pardi with clamps as per drawings made of 25mm dia M. S. pipe & verticle supports of

16 mm spare bar as per drawing.

Note:

1. For balcony railings.

DRAINAGE LINES (BUILDING & UNDERGROUND)

75 Providing and laying concrete pipes of I.S. NP.2 class in proper line, level and slopes including

necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the

trench complete.

225 mm dia. (Sewer line)

76 Providing and fixing 110mm dia UPVC soil/vent/ waste SWR pipe/Rain water pipe of required

dia conforming to IS 13592 and IS 4985 to with stand 2.5kg/cm² including necessary fixtures

and fittings such as bends, tees, single junction, double and joining with rubber and lubricants

on wall by means of clips including testing etc complete.

Note:

1. Vertical drainage pipes of Buildings including rain water pipes.

2. Pipes shall be supported on MS clamps and shall be away from wall surface by 50 mm.

3. SWR UPVC Pipe Make -Prince / Supreme / Finolex or equivalent. 6KG/CM²

77 Providing, laying & fixing in position 110mm dia PVC Perforated pipe of approved make

and quality with necessary specials required such as bends, tees, junction, double junction ,

P.C.C. 1:4:8 of 0.10m thickness as bed for pipeline & wraping the pipe with netlon mosquito

net & refilling the earth etc. complete. (For lawn area)

78 Providing, laying & fixing in position 160mm dia PVC Perforated pipe of approved make

and quality with necessary specials required such as bends, tees, junction, double junction ,

P.C.C. 1:4:8 of 0.10m thickness as bed for pipeline & wraping the pipe with netlon mosquito

net & refilling the earth etc complete. (For lawn area)

79 Providing & constructing brick Masonry inspection chamber 60cm x 45cm and 90cm x 45cm

including 1:4:8 cement concrete foundation 1:2:4 cement concrete channel half round G.S.W.




pipe brick masonry plastering from inside and airtight 100mm thick RCC cover etc complete

80 Providing & Constructing Brick Masonry Inspection Chamber of clear internal size 90 x 60 cm

including 1:4:8 cement concrete foundation 1: 2: 4 cement concrete channels half round

G.S.W. pipes Brick Masonry, Plastering, from inside && up to150mm below G.L. to top of

chamber on outer side with air tight 100mm thick R.C.C. Cover& frame etc. Complete.

81 Making 150 dia bore in all type of strata with Hard core, including transporting of Machinery

& Platform etc. complete.

Rain water harvesting depth = 50 mts.

3.2 PLUMBING WORK

SANITARY FITTING WORK

82 Providing & fixing in position European type White glazed earthen ware Wall Hung type

water closet, Back inlet, 'P' trap C. I. bracket with C.P. bolt, matching seat cover & fixing

concealed type C.P. flush valve with 32mm size control cock & required length operating

lever assembly & connecting its outlet to the W.C. pan etc. complete.

Note :

1. For all toilets in building.

2. Wall Hung W.C. Make - Parryware cat no. C0207, C8140, C8015 or equivalent.

Flush Valve Make - Jaguar cat no .1015 or equivalent.

83 Providing & Fixing in position White glazed earthen-ware Table top ‘Oval Wash hand

basin’ of size 550mm x 450mm, laid on Granite platform as required, connecting it’s outlet

with bottle trap, C. P. waste coupling to drain line, with fixing C. P. Longneck Pillar Cock,

Angle cock with wall flange and C.P. connection etc. complete.

Note :

1. For common toilets and officers’ toilets in building.

2. WashBasin Make - Parryware cat no.418 or equivalent.

Pillar cock Make - Jaquar cat no. 5011 or equivalent.

Angle Cock Make - Jaquar cat no.5053 or equivalent.

84 Providing & Fixing in position white glazed earthen-ware Flat Back Wash hand basin’ of

size 550mm x 400mm, fixed on wall as required, connecting it’s outlet with C.P.waste

coupling to drain line, with bottle trap, fixing C.P.Longneck Pillar Cock, Angle cock with wall

flange and C.P. connection etc. complete.

Note :

1. Except common toilets and officers’ toilets in building.

2. WashBasin Make - Parryware cat no.404 or equivalent.

Pillar cock Make - Jaquar cat no. 5011 or equivalent.




Angle Cock Make - Jaquar cat no.5053 or equivalent.

85 Providing & fixing in position white glazed earthen-ware full stall Urinal size 645 x 410 x

425 with, fixed on wall with Concled stop cock, support of wall hangers, bottle trap, waste

coupling & connecting the outlet with P.V.C. pipe up to drain line etc. complete.

Note :

1. In common toilet blocks.

2. Flat Back Urinal Make- Parryware cat no. 8097 / 98. or equivalent.

Concled Stop cock to be Of Make - Jaquar cat no. 5089 or equivalent.

C.P. FIXTURES FITTING WORK

86 Providing & fixing in position Health Faucet complete with.½” Dia. angle cock etc.

complete.

Note :1. Make: Jaquar cat no. :773 or equivalent.

87 Providing & fixing in position 15mm dia C.P. Bib Cock with wall flange etc. complete

Note :1. Make: Jaquar cat no. :5037 or equivalent.

88 Providing & fixing in position C.P. Wall Mixer with 115mm long bend pipe & wall flange

complete with Over-Head shower & shower Arm etc. complete.

Note :1.In toilet block of C.P. / S.P chamber etc.

Wall Mixer Make - Jaquar Cat no.5273 or equivalent.

O.H. shower - 1989, shower arm -477or equivalent.

89 Providing & fixing Chromium plated towel rod 600mm long with all necessary specials

required etc. complete.

Note :1. In toilet block of C.P. / S.P chamber etc.

Make: Jaquar cat no. :1111 N or equivalent.

90 Providing & fixing in position S.S. Sink of size 24" x 18" x 8” without drain board, with S.S.

waste coupling complete. & connecting it’s outlet to drain line etc. complete.

Note: 1. Make: Nirali. or equivalent.

91 Providing & fixing in position C.P.Swan Neck Sink Cock with regular swinging spout with

flange (wall / table mount model) etc. complete.

Note :

1. Make: Jaquar cat no. :5309 or equivalent.

92 Providing & fixing in position 15mm dia C.P.Angle Cock with wall flange etc. complete.

Note :

1. Make: Jaquar cat no. :5053or equivalent.




INTERNAL WATER SUPPLY

93 Providing & fixing in position CPVC pipe with all fittings like bends, tees, elbows, union etc.

&concealing the pipes in the wall under the floor, below the ground with excavation up to 1m

deep, also including making chases in the wall, fixing with CPVC Fitting &reinstating the

wall surface etc. complete.

15 mm dia

20 mm dia

25 mm dia

32 mm dia

40 mm dia

50 mm dia

Note:

1. CPVC Pipe & Fittings Make – Suprim / Jain / Finolex / ASTRAL . or equivalent.

2. CPVC Pipe & Fittings upto 50mm dia size should be of grade SDR - 11.

3. CPVC Pipe & Fittings above 50mm dia should be of SCH. 40

94 Providing & fixing in position tested heavy quality Ball valve with necessary specials required

etc. complete.

20mm Dia Ball Valve

25mm Dia Ball Valve

40mm Dia Ball Valve

50mm Dia Butterfly Valve

Note: 1. Ball Valve Make -Zolto / Leader or equivalent.

2. Butterfly Valve Make - Audco or equivalent.

3. Ball cock - Make – Prayag or equivalent.

95 Providing & fixing in position tested heavy duty Strainer complete with necessary specials

required etc. complete.

50 m dia

Note: 1. Stainers Make - I – tap or equivalent.

INTERNAL SEWERAGE SYSTEM

96 Providing & Fixing ultra violet stabilised UPVC plumbing pipes of specified outer diameter of

required standard thickness conforming to IS: 4985:2000 including necessary fitting

conforming to IS:7834:1987 such as PVC bends, tees, reducers, clamps, plugs etc. including

necessary excavation drilling holes in wall, slabs etc and making good the surface etc

complete.

100mm dia.




50mm dia.

40mm dia

Note: 1. SWR UPVC Pipe Make -Jain / Supreme / Finolex or equivalent. IS:13592

. 2. For concealed drainage in toilet.

97 Providing & fixing PVC long Arm Nanahi Trap complete with necessary specials required.

Fixing best quality S.S. grating on the top.

10 cm Long Arm Nahani Trap / PVC 'P' Trap

Note: 1. Trap Make -Jain / Supreme / Finolex or equivalent. IS:13592

. 2. For toilet & kitchen sink.

STORM WATER DRAIN & CD WORK

a) Cross Drainage Work

98 Excavation for foundation for individual footing/mass excavation in earth, soil of all types,








100 Providing cast in situ block of M-15 / 1:2:4 cement concrete with circular or other shaped

opening for waterway including necessary formwork, compaction, finishing & curing etc.

complete.(For craddle)

101 Providing and laying concrete pipes of I. S. NP. 2 class in proper line, level & slopes including

necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the

trench complete.

600 mm dia

102

Providing selected murum (having PI < 6) filling including laying in layers of 15 cm to 20 cm

watering & compacting etc. complete. ( Including Royalty Charges)

103 Providing PRECAST M-20 RCC perforated slabs over the spans of Cross Drainage work and

storm water drains as per drawings including reinforcement, conveyance, fixing in C. M. 1:3

and curing, finishing complete.




a) Storm Water Drain & External Sewarage System

104

Excavation for foundation for individual footing/mass excavation in earth, soil of all types,








106 Providing and laying in situ, cement concrete M-15 / 1:2:4 of trap / granite / quartzite / gneiss

metal for foundation and bedding including bailing-out water manually, formwork,


complete.

107 Providing Brick masonry in cement mortar 1:6 using Fly ash bricks in foundations and plinth



108 Providing selected murum (having PI < 6) filling including laying in layers of 15 cm to 20 cm

watering & compacting etc. complete. ( Including Royalty Charges)

106 Providing PRECAST M-20 RCC perforated slabs over the spans of Cross Drainage work and

storm water drains as per drawings including reinforcement, conveyance, fixing in C. M. 1:3

and curing, finishing complete.

107

Providing internal cement plaster 12mm thick in single coat in cement mortar 1:5 without



complete.

108

Providing and fixing UPVC soil / vent / waste SWR pipe of 110 mm diameter confirming to

IS: 13592: 1992 and IS: 4985: 2000 to withstand continuous internal hydraulic pressure of

4kg/cm² including necessary fixtures and fittings, such as bends, tees, single junctions, double

junctions and jointing with rubber rings and lubricants, on wall by means of clips including

testing etc. complete.

Note:

1. Pipes shall be supported on MS clamps and shall be away from wall surface by 50 mm.

SWR UPVC Pipe Make -Jain / Supreme / Finolex IS: 13592 or equivalent.

109 Providing & Constructing Brick Masonry Inspection Chamber of clear internal size 90 x 45




cm including 1:4:8 cement concrete foundation 1: 2: 4 cement concrete channels half round

G.S.W. pipes Brick Masonry, Plastering, from inside && up to150mm below G.L. to top of

chamber on outer side with air tight 75mm thick R.C.C. Cover& frame etc. Complete

110 Providing & constructing brick Masonry inspection chamber 60cm x 45cm including 1:4:8

cement concrete foundation 1:2:4 cement concrete channel half round G.S.W. pipe brick

masonry plastering from inside and airtight 75mm thick RCC cover etc complete

111 Providing and laying concrete pipes of I.S. NP.2 class in proper line, level and slopes

including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and

refilling the trench etc complete.

225 mm dia., 450mm dia, & 600mm dia.

EXTERNAL WATER SUPPLY

112

Providing and laying in trenches medium grade (type) galvanised iron pipe having embossed

ISI Mark on it, of required diameter with screwed, sockets, joints, necessary galvanised iron

fittings such as sockets, back nuts, elbows, bends, tees, reducers, enlargers, plugs, clamps etc.

including necessary excavation, back filling, fixing with clamps, testing etc. complete.

25mm dia

32mm dia

40mm dia

50mm dia

100mm dia

Note :-

1. Pipes should be fitted properly as instructed by the Consultant & should be tested for

leakages at a pressure of 10 bar for 1 hour before concealing the pipes.

113 Providing and laying in trenches medium grade (type) D. I. pipe having embossed ISI Mark on

it, of required diameter with screwed, sockets, joints, necessary galvanised iron fittings such as

sockets, back nuts, elbows, bends, tees, reducers, enlargers, plugs, clamps etc. including

necessary excavation, back filling, fixing with clamps, testing etc. complete.

100mm dia

Note :-

1. Pipes should be fitted properly as instructed by the Consultant & should be tested for




leakages at a pressure of 10 bar for 1 hour before concealing the pipes.

2. For water connection from Muncipal pipe line.

114 Providing & fixing in position tested heavy quality 100mm dia Ball valve with necessary

specials required etc. complete.

Note: 1. Ball Valve Make -Zolto / Leader or equivalent.

115 Providing & fixing in position tested 100mm dia heavy duty Strainer complete with

necessary specials required etc. complete.

Note: 1. Stainers Make - I - tap. or equivalent.

116 Providing & fixing 100mm dia water meter with non return valve with water meter chamber

100xm x 50cm size of brick work in cement concrete 1:4:8 15cm thick with necessary

excavation in all strata 20mm cement plaster 1:3 proportion cast iron frame & cover and

locking arrangement with M.S. flat and locking including three coats of oil paint of approved

quality to cast iron frame & cover and strainer, testing etc complete.

Note:

1. Water meter Should be of Make - Capstan. or equivalent.

117 Providing & fixing in position 2.00 HP open Well submersible Pump with NRV, Ball valve,

proper foundation & connecting its suction & delivery ports to the respective pipe line etc.

complete.

Note:

1. Open well submersible pump Should be of Make - Crompton / Kirloskar or equivalent.

118 Providing and fixing 40mm dia Ball cock of medium type with PVC float including socket &

necessary fittings and tested as per municipal requirement etc all complete

Note:

1. Ball cock to be of Make – Kohinoor or equivalent.

119 Making connection from Existing Water supply line including necessary excavation & making

good the same including cutting, boring and taping the Existing line by providing and

installing ferrule/Tee connections with necessary fittings as required complete.

MISCELLANEOUS WORKS

120 Providing and constructing granite kitchen platform with fixing of stainless steel sink 600

mm x 450 mm size with bottle trap to outlet pipe as per detailed drawing including vertical

both side polished kadappah stone 25 to 30 mm thick supports with kadappah top 35 to 40

mm thick and polished granite 16 to 20 mm top with side strips of granite at front and both

sides of platform raised with two vertical granite supports 15 cm height and top granite of 75

x 40 cm including cutting, opening for sink of required size in kadappah as well as granite

etc. complete.




UNDERGROUND WATER TANK WITH PUMP HOUSE

121 Excavation for foundation in earth, soil of all types, sand, gravel and soft/ hard murum, soft/

hard rock by blasting/ chiseling including removing the excavated material up to a distance of

50 m. beyond the building area & stacking and spreading as directed, dewatering, preparing

the bed for the foundation and necessary backfilling, ramming, watering including shoring and

strutting etc. complete.

With lift up to 2.50 m 122 Filling in plinth and floors with approved excavated materials in 15 cm to 20 cm layers

including watering and compaction etc complete. 123 Providing dry trap / granite / quartzite / gneiss rubble stone soling 15 cm to 20 cm thick


124 Providing and laying in situ, cement concrete M-15 / 1:2:4 of trap / granite / quartzite / Basalt

/gneiss metal for foundation and bedding including bailing-out water manually, formwork,


complete.





roughening the surface if special finish is to be provided etc complete.


metal for R.C.C. pardi upto 150mm thickness as per detailed designs and drawings or as

directed including centering, formwork of steel, compaction, covering newly laid concrete by

gunny bag, plastic or tarpaulin, curing etc. complete.




center when the width is more than 75 cm. to reinforcement to give required clear cover

40mm to 65mm from all sides in R.C.C. Column, centering, formwork of plywood / steel,

compaction, covering newly laid concrete by gunny bag, plastic or tarpaulin, finishing the

formed surface with cement mortar 1:3 of sufficient minimum thickness to give a smooth and

even surface or roughening if special finish is to be provided and curing etc. complete.









bag, plastic or tarpaulin, finishing the formed surface with cement mortar 1:3 of sufficient

minimum thickness to give a smooth and even surface or roughening if special finish is to be

provided and curing etc. complete.

129 Providing and fixing in position T.M.T. steel bar reinforcement of various diameters for

R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels,

chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and

schedules including cutting, bending, hooking the bars, binding with wires or tack welding

and supporting as required etc complete. 130 Providing water proofing treatment using polymerized water proofing compound to the water

tank, WC or toilet ducts in 3 coats including material and labour etc. with 7 years guarantee

on court fee stamp of Rs.100/- with ponding test including leveling, curing etc. complete.

Note : Waterproofing work at specified location:

1. Levels of waterproofing, as per the location of rainwater pipes – ridges – valleys shown in

architectural drawings, shall be marked on parapet walls. Work shall commence only


2. All water proofing work shall be tested by ponding and filling with water. If any leakages

noticed then it shall be rectified immediately by injection grouting by the contractor at his

own cost. Any other damage caused by such leakage shall also be rectified by the

contractor at his own cost.


131 Providing and fixing 20 to 25 millimetre thick rough shahabad single layer box type water

proofing treatment to vertical outside faces of Reinforced Cement Concrete walls of

basements / underground floors including filling the gap of 25 millimetre between rough

shahabad and Reinforced Cement Concrete wall with cement grout mixed with water proofing

liquid Algiproof or alike with one tile lift method, brushing the joints horizontally with

cement slurry mixed with water proofing liquid for width 30 to 35 millimetre and sloping

coping over topmost tile with cement mortar 1:3, butting the bottom most with cement

concrete 1:2:4 mixed with water proofing liquid, curing, with 7 years guarantee on court fee

stamp of Rs.100 / - with ponding test etc. complete.







complete.

133 Providing Autoclave Aerated Cellular Concrete block masonry of 150mm thick having

block size 625x200x150mm in cement mortar 1:6 in Superstructure of external & internal

walls including bailing out water manually, striking joints on exposed faces and watering

complete.





in C.M. 1:4, finishing the surface by taking out grains and curing for fourteen days,

scaffolding etc. complete.

135 Providing and fixing mild steel grill gate with angle iron frame 65 mm x 65 mm x 10 mm with

iron bars at 150 mm C/C and diagonal flats as per the detailed drawing including hinges, pivot

blocks locking arrangement welding, revetting with oil painting in three coats of approved

colour shade. (Weight of gate 35 kg/Sq.m.) 136

Providing and applying two coats of Polymer based external weathrproof & dustproof paint of

standard manufacturer like Apex, Ultima from Asian Paints weather shield from Dulux of

approved colour to the plastered surfaces including scaffolding, if necessary, cleaning and

preparing the surface for specified buildings complete.

OVERHEAD WATER TANK

137

Providing and casting in situ cement concrete of M-30 grade of trap granite / quartzite / gneiss









metal for R.C.C. pardi upto 150mm thickness as per detailed designs and drawings or as

directed including centering, formwork of steel, compaction, covering newly laid concrete by

gunny bag, plastic or tarpaulin, curing etc. complete.








and supporting as required etc complete.

140 Providing water proofing treatment using polymerized water proofing compound to the water




1. Levels of waterproofing, as per the location of rainwater pipes – ridges – valleys shown

in architectural drawings, shall be marked on parapet walls. Work shall commence only


2. All water proofing work shall be tested by ponding and filling with water. If any

leakages noticed then it shall be rectified immediately by injection grouting by the

contractor at his own cost. Any other damage caused by such leakage shall also be

rectified by the contractor at his own cost.








142 Providing and applying two coats of Polymer based external weathrproof & dustproof paint of



preparing the surface for specified buildings complete. 144 Filling in plinth and floors with approved excavated materials in 15 cm to 20 cm layers

including watering and compaction etc complete. 145 Providing Brick masonry in cement mortar 1:6 using Fly ash bricks in foundations and plinth


























and supporting as required etc complete. 149 Providing internal cement plaster 20mm thick in single coat in cement mortar 1:5 without



complete.

150 Providing water proofing treatment using polymerized water proofing compound to the water




1. Levels of waterproofing, as per the location of rainwater pipes – ridges – valleys shown

in architectural drawings, shall be marked on parapet walls. Work shall commence only


2. All water proofing work shall be tested by ponding and filling with water. If any

leakages noticed then it shall be rectified immediately by injection grouting by the

contractor at his own cost. Any other damage caused by such leakage shall also be

rectified by the contractor at his own cost.





151 Providing and fixing 20 to 25 millimetre thick rough shahabad single layer box type water

proofing treatment to vertical outside faces of Reinforced Cement Concrete walls of

basements / underground floors including filling the gap of 25 millimetre between rough

shahabad and Reinforced Cement Concrete wall with cement grout mixed with water proofing

liquid Algiproof or alike with one tile lift method, brushing the joints horizontally with

cement slurry mixed with water proofing liquid for width 30 to 35 millimetre and sloping

coping over topmost tile with cement mortar 1:3, butting the bottom most with cement

concrete 1:2:4 mixed with water proofing liquid, curing, with 7 years guarantee on court fee

stamp of Rs.100 / - with ponding test etc. complete.




complete.

3.3 COMPOUND WALL

EXTERNAL U.C.R. COMPOUND WALL

156

Excavation for foundation in earth, soil of all types, sand, gravel and soft/ hard murum, soft/






including watering and compaction etc complete. 158 Providing and laying in situ, cement concrete M-15 / 1:2:4 of trap / granite / quartzite / Basalt



complete. 159 Providing uncoursed rubble masonry of trap/granite/quartzite/gneiss stones in cement mortar

1:6 in foundations and plinth of inner walls / in plinth of external walls including bailing out

water, striking joints on unexposed faces and watering complete. 160 Providing uncoursed rubble masonry of trap/granite/quartzite/gneiss stones in cement mortar

1:6 in super structure including racking out joints when plastering is to be done/striking joints

when no plastering is to be done watering and scaffolding. 161 Providing tuck pointing with cement mortor 1:3 for stone masonry including scaffolding and




curing etc complete. 162 Providing and casting in situ cement concrete of M-20 grade of trap granite / quartzite / gneiss

metal for R.C.C. coping to plinth or parapet and sills of doors and windows moulded as per

detailed designs and drawings or as directed including centering, formwork of steel,



even surface or roughening if special finish is to be provided and curing etc. complete. 163 Providing and fixing Barbed wire fencing 600 mm height to ‘Y shaped MS angle of 50 x 50 x

6 mm section placed at 3 mtr. Center to center and barbed wire at 150 mm center to center

vertically including fixing, fastening etc. complete.

Note :-

1) The ‘Y’ shaped angle block should be fixed concrete block of size 45 x 20 x 45 cm. 164 Providing and fixing mild steel grill gate with angle iron frame 65 mm x 65 mm x 10 mm with



colour shade. (Weight of gate 35 kg/Sq.m.) 165 Providing and applying two coats of Polymer based external weathrproof & dustproof paint of



preparing the surface for specified buildings complete. 3.4 A) MAIN ENTRANCE GATE








/gneiss metal for foundation and bedding including bailing-out water manually, formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing etc. complete.








roughening the surface if special finish is to be provided etc complete. 170 Providing and casting in situ cement concrete of M-20 grade of trap granite / quartzite / gneiss
















172 Providing and casting in situ cement concrete M-20 of trap/granite/quartzite/gneiss metal for

R.C.C. slabs and landings as per detailed designs and including steel centering, plywood/steel

formwork, compaction, finishing uneven and honeycombed surface with 1:3 of sufficient

minimum thickness to give smooth and even surface or roughening the surface if special finish

is to be provided and curing etc. complete.


metal for R.C.C. coping to plinth or parapet and sills of doors and windows moulded as per

detailed designs and drawings or as directed including centering, formwork of steel,



even surface or roughening if special finish is to be provided and curing etc. complete. 174 Providing and fixing in position T.M.T. steel bar reinforcement of various diameters for




and supporting as required etc complete. 175 Providing Autoclave Aerated Cellular Concrete block masonry of 150mm thick having block



















B) M.S. GATES










complete. 183

Providing and laying in situ cement concrete of M-20 grade of trap / granite / quartzite / gneiss




roughening the surface if special finish is to be provided etc complete. 184 Providing and casting in situ cement concrete of M-20 grade of trap granite / quartzite / gneiss























and supporting as required etc complete. 187 Providing sand faced plaster externally in cement mortar using Kharsalia / Kasaba or similar
















ROAD WORK

190 Excavation for road way in by mechanical means earth soil of all sorts sand, gravel, soft

murum and hard murum, hard murum with boulders including dressing section to the required

grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead

of 50m. and spreading for embankment or stacking etc. as directed by Engineer.

191 Conveying materials obtained from road cutting including all lifts, laying in layers, breaking

clods, dressing to the required lines, curves, grades and section from the site of excavation to

the site of deposition as directed with lead of over 500 to 1000 m.

192 Compacting the subgrade/ gravel/ size metal (100mm loose) layers with power roller

including necessary, labour, materials and artificial watering complete. a) 2 mt. to 7 mt. width.

193 Supplying hard murum/ kankar at the road side, including conveying and stacking complete.

194 Supplying soft murum at the road side, including conveying and stacking complete.

195 Spreading gravel/ sand/ soft murum/ hard murum over rubble soling / W.B.M. surface

complete.

196 Compacting sub base / blanketing of hard murum/kankar (upto 300 mm loose) with power

roller including artificial watering complete.

197 Supplying 15cm. to 23 cm. trap /granite /quartzite gneiss stone rubble at the road side for

soling including conveying & stacking complete. a) By blasting.

198 Laying 15cm. to 23 cm. trap/ granite/ quartzite/ gneiss rubble soling including hand packing

with rubble chips complete excluding cost of material.

199 Supplying trap/ granite/ quartzite/ gneiss stone metal of required size by bringing the rubble /

boulders at the road side, breaking them to required gradation including conveying rubble /

boulders and stacking broken metal etc. complete.

a) By breaking rubble obtained by blasting - I. 60 mm

200 Spreading 60mm/ 80mm metal including sectioning complete.

201 Providing and constructing 150 mm.thick Concrete road road surface including supplying all

materials, preparing the existing road surface,

202 Providing and fixing 328 mm x 328 mm x 28 mm thick Factory made, hydraulically

compressed mechanically vibrated and compacted precast rubber molded with laquor finish

rock paver tiles of concrete of approved size and shape as specified including necessary

excavation in all strata, spreading blind age of fine sand over the prepared bed compacting

blocks by plate vibration and finishing etc. complete.

Note: 1. Rock finish paver tile patented by M/s. B.G. shirke or equivalent

203 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement




in position to the required line, level and curvature jointed with cement mortar 1:3 (1

cement: 3 coarse sand) including making joints with or without grooves (thickness of joints

except at sharp curve shall not to more than 5mm) including making drainage opening

wherever required etc. complete.

ELECTRICAL WORK

WIRING

Supplying & laying PVC conduits concealed type Conforming to I.S.S. and approved make

with required number of couplings, PVC bushes, check nuts etc. complete. of size 25 mm as

per the electric layout.


75

4. TECHNICAL BRIEF OF CIVIL WORK 4.1 SITE CONDITION:

4.1.1.LAND:

Contractor (S) has to Construct the buildings on the site including all infrastructure facilities.

4.2 INVESTIGATIONS:

Contractor (S) has to carry out necessary investigation & surveys to develop intimate knowledge of the site

condition, availability, approaches to the sites etc. This shall also include taking of trial pits & trial bores,

testing of soils, obtaining test results from approved govt. laboratory etc. for foundation conditions. The

Contractor (S) shall contact the various local authorities & obtain all the necessary relevant information.

4.3 SITE SURVEY:

The following items shall be included in the scope of work of the developers for the turnkey project:

4.3.1 To carry out detailed land & topographical surveys of the site at 0.5 mts contours intervals. The survey

shall aim for obtaining all the essential data, such as boundaries of the site, It shall be got re-measured &

confirmed by the D.I.L.R., DIST. Thane, & fix boundary stones, if moved or removed or are missing,

(which is a distinct possibility) existing public utility services, lines of existing streets/accesses in relation to

the site, adjoining services, i.e. water supply, sewerage, roads and street lights etc.

4.3.2 The contractor shall carry out layout of buildings & roads before commencement of any work with

consultation of architect cum PMC and ensure that the roads, buildings fitted within the plot & also

matching properly with existing roads, road levels, drainage invert levels etc. The entire work of layout &

levels shall be got approved from the Architect cum PMC and Client.

4.3.3 Contractor shall carry out all engineering investigation, i.e. SPT & plate load test for verification of

SBC before foundation work if necessary, soil tests & such other tests required to provide essential design

data from subsoil conditions. Foundation shall be designed & verified on the basis of actual SBC on site of

work. The SBC of various types of soil is given below-


76

Sr. No. Description of soil t/m2

1 • Black cotton soil in dry condition (50% saturation) • Moist clay & sand clay mixture

15

2 • Medium clay • Medium sand compact &dry • Loose gravel • Soft murum

25

3 • Compact clay nearly dry • Compact sand prevented from spreading • Compact gravel & hard murum • Soft rock

40

4 • Laminated rock such as sand stone &lime stone 150 5 • Hard rocks without defects and laminations such as

granite, diorite & trap stone 300

Note:- – If the SBC is less than 15t/m2 then it is recommended for pile foundation or Raft

foundation.

1.3.4 R.C.C. drawing is enclosed herewith. However, certain details such as chajja, R.C.C. fins, pardis,

projection, coping etc. as required shall be given at the time of execution.

1.3.4 The contractor shall have the liberty to bring to notice of GP PARSIK BANK by keeping all original

column location as provided & designed by Architect cum PMC & their consultant, if it is on the

higher side & after award of the work. The design shall be earthquake / wind resistant confirming

to latest IS-codes. The contractor is fully responsible for strength, durability of the structure. The

design of structure shall be based on latest STADD - PRO software and design parameter decided

by corporation. However, work should not be delayed in any case. The saving in cost of work will

be adjusted accordingly.

4.4 LAND DEVELOPMENT:

Developments of land and provisions of infrastructure to be provided by the Contractor (S) would include the

following works.

4.4.1 To make the availability of water and electricity for construction purpose is the sole responsibility of

tenderer.

4.4.2 Plot area leveling by filling or cutting as per approved levels by GP Parsik Bank Corporation and

also construction of retaining walls (UCR or RCC) wherever required as per directions of Client.


77

Detailed execution drawings and design shall be provided as per site conditions at the time of

execution.

However, the cutting or filling shall be carried out as per drawings, site conditions and instructions of the

Client.

4.4.3 Access roads, Cross Drainage Works, etc. as per Corporation’s specification to the site/plot under

reference. The road work will include joining access road to main road at point as per drawing and

instructions including radius of curvature, foot paths Gates, drain below the entry etc. complete as per

directions of Client.

4.4.4 Water Supply distribution network within the campus including water meter, valves, meter room,

fencing etc., complete as per Corporation’s approved standards and network designs. Also, Water Supply and

Sewerage Board’s norms shall be followed. Separate fire hydrant line shall be laid for firefighting including

fire hydrants.

4.4.5 Sewerage network as per approved standard and network design including septic tanks, soak pits etc.

4.4.6 Tapping the power supply at source from nearest pillar box source as per drawings and as available on

site. Street lighting as per M.S.E.D.Co. Ltd. acceptance standards & P.W.D. Electrical acceptance should be

implemented.

4.4.7 The Contractor (S) should consult Local Municipal Corporation, Municipal Council and other

authorities like PWD, Z.P, MIDC, MMRDA, Director of Town Planning, MIDC, etc., for infrastructure up to

the plot under reference and will have to ensure timely provision of such infrastructures within the contract

period.

4.4.8 The entire land within the layout should be properly developed as per approved drawings and

specification & as directed by Client.

4.4.9 The Contractor (S) shall execute and complete all the buildings, including infrastructure on turnkey

basis with his own materials and labour etc. complete.

4.4.10 Before handing over the buildings and the site to The Police Housing Corporation & User agency….

Developer / Contractor shall obtain certificate (whichever is applicable) for – (a) Completion of buildings;

(b) Building occupation; (c) Malaria Department; Debris removal (d) Assessment; (e) Fire safety, from the

Government authorities and certificate from other authorities, like M.I.D.C., M.S.E.D. Co. Ltd. & Handing

and taking over certificate of P.W.D. Civil & P.W.D. Electrical.


78

4.4.11 Work shall not be considered as complete, unless all items in schedule “B” are complete along with

additional items if instructed and all works as shown on drawings along with additional details issued at the

time of execution , modifications in drawings if any and instructions given on site by the Client from time to

time. Electric and water supply to the building is commissioned i.e. to say work complete in all respects to

make the building ready for use and occupation including all infrastructural amenities.

4.5 STRUCTURAL DESIGN CRITERIA:

4.5.1 The buildings shall be of conventional cast-in-situ R.C.C. structure only.

4.5.2 The structural design, analysis and details shall be based on the following Indian

Standard codes and any other relevant Bureau of Indian Standard Codes (BIS)

a) Detailing of reinforcement I.S.-2502-1963

b) Structural safety of building shallow foundation. I.S.-1904-1986

c) Unit/Weight/loads I.S.-1911-1967

I.S.-875-1964

d) Code of practice of design and Construction of

earthquake resistant construction.

I.S.-4326-1993

I.S.-1893-1984

e) Explanatory handbook on Masonry code by

Bureau of Indian Standards

S.P.-26-1984

f) Code of practice for plain reinforced concrete

I.S.-456-2000

g) Element design I.S.-456-2000

I.S-1904-1968

I.S.-2911-1979

h) Water retaining structure

(Part I, II, III)

I.S.-3370

(Part-I, II & III)

i) Handbook on concrete reinforcement and

detailing

S.P.-34 (1978)

j) Explanatory Handbook on codes for earthquake

engineering

S.P.-22-1982


79

k) Ductile detailing of reinforcement concrete

structure subjected to seismic zones.

I.S.-13920-1993


80

1. The diameter of steel, Nos. of bars, spacing of steel & stirrups, development

length of steel, curtailment of steel, ductile detailing of steel etc. shall be

strictly according to I.S. codes if it is mentioned wrongly in drawings.

2. Minimum and maximum dimensions for all R.C.C. elements shall be strictly

followed as under if it is mentioned wrongly in drawings..

a) RCC footing / pile cap

• Minimum size 1000 x 1000 mm

• Minimum Depth 450 mm

• Minimum Steel diameter 10 mm

• Minimum spacing 100 mm c/c

• Maximum spacing 200 mm c/c

b) RCC wall

• Minimum thickness 100 mm

• Minimum Steel diameter of 12 mm for Load bearing wall

• Minimum Steel diameter of 10 mm for Non load bearing

wall

c) RCC Column

• Minimum 230 x 300 mm

• Minimum Steel 6 Nos. Tor 12

• Stirrups Tor 8 @ 100 mm c/c

• Recommended depth of column 300/ 400/ 500/600/ 700/

800/900 / 1000 mm

d) RCC Beam

• Minimum depth of beam 400 mm.

• Minimum width of beam 150 mm.

• Minimum Steel 12 mm diameter for top & bottom & side

face


81

• Recommended depth of beam as per design – 400/ 500/ 600/

750 mm

e) RCC Pile

• Minimum Size 400 mm diameter

• Minimum Steel 8 Nos. Tor 12

• Minimum Length 3.00 meter with respect to bottom of pile

cap

f) RCC Slab (chajjas, parapet Walls)

• Minimum thickness 100 mm.

• Recommended thickness of slab 100/125/150/ 175/ 200 mm

• Recommended spacing of steel in slab 100/ 125/ 150/ 200/

250 / 300 mm

• Flat slab design shall be adopted.

Staircase waist slab


• Minimum main Steel 12 mm diameter

WC & Bath slab

• Minimum 150 mm thick slab

• Minimum Steel 8 mm diameter @ 100 mm c/c

• Maximum Spacing of steel 200 mm c/c

Terrace slab

• Minimum 150 mm thick slab

g) R.C.C. under ground Over water tank, Retaining wall and Septic tank


82

• Minimum thickness of wall –150 mm

• Minimum thickness of top slab of underground and septic

tank = 200 mm.

h) Shear wall


• Minimum main Steel tor 12 mm diameter

• Minimum Distribution steel tor 8 mm diameter

• Minimum Spacing of stirrups 100 mm c/c

Maximum 200 mm c/c

4.6 ON SITE INFRASTRUCTURE DESIGN CRITERIA

4.6.1 NORMS FOR PLUMBING

Design shall be as per Bye-laws of local authority and the latest National Building Code/ BIS

as per design and requirement.

4.6.2 WATER SUPPLY

a. CPVC/HDPE pipes of appropriate class shall only be allowed for piping.

b. Design shall be such as to ensure equal and simultaneous flow (Tolerance +2 lit/min. + 15

min.).

c. Testing for acceptance of the system as per Byelaws of local Authorities.

d. Teflon/Synthetic tape shall be used for jointing.

4.6.3 SEWERAGE:

a. Sewerage line shall be laid at 1:60 grade for proper drainage Plinth height of the building

shall be taken accordingly.

b. Only UPVC/HDPE. spun pipe shall be used with lead-wool/epoxy mortar joints up to first

inspection chamber.

First inspection chamber to septic tank, pipes shall be cement concrete NP. 2 – Class pipe

c. All hidden joints shall be provided with flat strips.

d. No joints shall be permitted in wall, slab or columns.

e. Rat guards shall be provided on pipes.

f. Joints with floors/walls of fixtures shall be treated / chalked with epoxy mortar.


83

g. Acceptance testing smokes as per local authorities requirements.

h. Construction of sewer line as per drawing & design.

i. R.C.C. pipes of NP-II Class as per drawing & design & as directed by Client from first

inspection chamber to last disposal point as per municipal directives should be provided for

sewerage line. 1:2:4 P.C.C. incasing shall be provided wherever is necessary & as

directed.

j. Connection from Inspection chamber to existing manhole on the road or Municipal Gutter

line shall be provided.

k. Suitable number of chambers with pre-cast / Fiber reinforced Concrete / Fibre cover shall

be provided. As per drawing or as directed by Client.

l. Chambers shall be provided at every 10.0 meter interval and as per requirements of

change of diameter, direction, level and connections. As directed by engineer in charge & as

per execution drawings issued at the time of execution.

m. Acceptance Test: Smoke /hydraulic test as per B.I.S.

4.6.4 RAIN WATER PIPE:

a. Suitable nos. of pipes of minimum 75 mm diameter of UPVC/CCI/CI shall be as per

Standards and as per detailed drawing - design and as directed by engineer.

b. No spout for discharging rainwater shall be allowed.

c. 50 mm UPVC pipe shall be provided for draining of water from each balcony.

d. Acceptance testing – Smoke test.

4.6.5 Channel for disposal of storm water in to public drains

A suitable open concrete channel, masonry gutter as per design, & norms shall be provided

to drain off water from buildings with design intensity of 8.9 cms/hr. storm and run-off

coefficient of 0.8.The storm water collected from the area shall be discharged at the places of

bore well / well as rainwater harvesting and as directed by Client. Covers on drain shall be

perforated and solid as applicable of pre-cast / Fibre reinforced Concrete / Fiber cover shall

be provided. As per drawing or as directed by Client.

4.6.6 Area leveling and concreting for plinth protection: -

The entire area of project outside the building line, Open Space as per approved design,

should be leveled with proper slopes by cutting, filling of existing area of land etc.


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4.6.7 Earth Filling: -

Any deficiency found in levels in plot, shall be made good by the Contractors by filling and

cutting of existing ground. If additional quantity of murum is required for filling, Contractor

shall bring approved quality of murum from outside at his cost. It should be compacted in

layers of 250 mm by power roller, including dressing, consolidating, watering etc. complete

as directed by the Client.

4.6.8 Main Gate: -

Main gate to be provided as per detailed drawings and design provided, if any.

4.6.9 Roads : -

Proper approach road and internal roads in the layout shall be WBM with BM and parking

area shall be stone soling with paver blocks as per drawings and design including excavation,

disposing off the excavated soil, as per specification & as directed, etc. complete.

4.7 WORK SPECIFICATIONS : -

4.7.1 The whole work shall be carried out strictly in accordance with the approved detailed

drawings (unless otherwise directed by the Client), description of the items and the details

specifications in the Standard Specification Book of the Public Works, Government of

Maharashtra, 1982 subject to additional specification in 10.4 and 10.5

The Contractor (S) shall submit detailed drawings if necessary from time to time. No work

shall be started without written approval of the Client of the project, where a drawing is

required to be approved. In case of deviations / omissions from tender

drawings/specifications, Contractor (S) shall submit modified working drawings as per

tender specifications and obtain approval of client before execution of that particular work.


85

4.7.2 Detailed specifications given in the schedule-B are the specifications for items to be

executed during constructions.

Addition or omission of any detailed specification in schedule –B will not change any

scope of items to be executed.

The specifications of materials and workmanship shall be as per standard specifications of

Government of Maharashtra. For items not included in the standard specifications, the

following specifications shall apply in pertinent particulars:

a. Specifications of Bureau of Indian Standards (BIS).

b. Standard specification (Red Book), P.W.D. of Government of Maharashtra.

c. National Building Code – 2005.

4.7.3 The proposed indicative schedules of finishes for work are given in Chapter no. 7

“SPECIFICATIONS OF CIVIL WORKS”.

4.7.4 Open foundation, if required, shall be designed, as per soil bearing capacity tested by

trial bore or by plate load test or penetration test of soil. Cost there of shall be borne by the

contractor.

During course of construction work, the Contractor (S) shall made all necessary

arrangements for ensuring proper drainage of the site by providing Hume pipe, channels,

temporary crossings, etc. as may be required to be provided according to the directions of the

Client. He will submit to the Client, his proposals for ensuring the drainage of the site by

taking into consideration the final drainage plan proposed in the project and for carrying out

the works in the manner approved by the Client. No extra payment shall be made for this.

4.7.5 It will be the responsibility of the Contractor (S) to keep the site free from any

encroachments. He will be required to take at his own cost measures to protect the site from

such encroachment and keep the site free from all encumbrances till final completion of

work and handing over the site to the Client& concerned authorities.

4.7.6 MATERIAL

4.7.6.1 (a) The samples of each class of materials shall be got approved prior to actual use.


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Satisfactory tests for the materials shall be given by the Contractor (S) at his own cost as

directed by Client. The materials shall be got tested from Government Laboratory, as

directed and bear all charges for the same as per prescribed. The Client/ Architect cum

PMC are empowered to reject or approve materials based on test report and no

doubts and disputes shall be entertained.

(b) All materials and workmanship shall be of the respective kinds described in the contract

and in accordance with the Client’s instructions and shall be subjected from time to time to

such tests as the Engineer may direct at the place of manufacture of fabrication, or on the site

or at such other place or places as may be specified in the contract, or at all or any of such

places. The Contractor (S) shall provide such assistance, instruments, machines, labour and

materials as per normally required for examining, measuring and testing of work and the

quality, weight or quantity of any material used and shall supply samples of materials before

incorporation in the works for testing as may be selected and required any by the Engineer.

(c) All samples shall be supplied by the Contractor (S) at his own cost if the supply thereof is clearly intended by or provided for the contract, but if not, then at the cost the employer. (d) The cost of carrying out any test shall be borne by the Contractor (S) as and when required as to ascertain quality of work executed/ to be executed. If any test is ordered by the Client which is either- i) Not so intended by or provided for, or ii) (In the cases above mentioned) is not so particularized, or iii) Though so intended or provided for is ordered by the Client to be carried out by

independent person at any place other than the site or the place of manufacture or fabrication

of the material tasted, then the cost of such test shall be borne by the Contractor (S), if the

test shown the workmanship or materials not to be in accordance with the provisions of the

Contract or the client’s instructions.

4.7.6.2 All sanitary and water fittings and pipes etc. shall be tested and their size and pattern

shall confirm to the latest Municipal Bye-laws. This part of the work shall be carried out

through a licensed plumber according to latest standard practice as per specification No. 182

to 189, page Nos. 904 to 926 and 946 to 947 of P.W.D. Hand Book Volume I and II and the

entire satisfaction of Municipal Bye-laws applicable in the area.

4.7.6.3 The Contractor (S) shall inform the dates of casting of slab particularly to client and


87

P.M.C. and shall fix the programme for the same with the approval of the Client, or his

authorized representative. Any change in programme shall also be intimated, in writing, in

time, to the Client.

4.7.6.4 The Contractor (S) shall give hydraulic and smoke tests for the work of all pipes

and fittings and glazed stoneware pipes, as directed without any extra cost.

4.7.6.5 a) The terrace slabs of all buildings, W.Cs. baths, sinks, toilets, top slab of staircase

cabins, overhead water tanks, and all floors must be thoroughly leak proof. Specialized

waterproofing treatment such as waterproof membrane technology, Epoxy treatment or

any other specialized water proofing treatment is to be provided through specialized

waterproofing agency as approved by Client. The Contractor shall give 7 year’s bank

guarantee for water proofing & antitermite work equivalent to 1% of tender cost valid

for 7 years from the date of completion of the whole project before completion of work.

In case of leakage/dampness, the contractor will not only repair the leakage/dampness but

also replace the flooring/dado tiles, w.c. pan, plumbing and sanitary fittings etc. and bring

the structure to its original condition as after completion of work.

In case of leakage / dampness is observed within 7 years from the date of completion of

whole work, a written notice will be given to the contractor. The contractor shall

immediately start the repair work and complete the same to satisfaction of the Client within

30 days of the issue of the said notice. If the contractor fails to do so then the Bank

Guarantee as above will be encashed by M.S.P.H. & W. C. for rectifying the work. However

no refund will be payable to the contractor, even if the cost incurred on rectification is less

than Bank guarantee amount for waterproofing & antitermite work. (REFER

CLAUSE NO 12.10.A

4.7.6.6 Soil in foundation and plinth filling shall be treated so as not to undergo volume

changes due to consolidation or due to proximity of ground water and surface water.

4.7.6.7 The partition walls shall rest on beams, even in case of ground floor in building with

frame structure.

4.7.6.8 Brickwork shall not come in contact with foundation soil.

4.7.6.9 Brick works shall be protected by suitable plaster for vertical surface and by

waterproofing courses for horizontal surface like window sill, parapet tops etc.


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4.7.6.10 The external wall and plinth protection and compound shall be so constructed as to

prevent entry of rodent into the buildings The thickness of concrete shall not be less than

average 100 mm of concrete of M-20.

4.7.6.11 Joints in concrete shall be properly cleaned and applied with epoxy or equivalent

synthetic bonding coat.

4.7.6.12 Contractor shall have to furnish any supporting document for verification,

inspection, scrutiny, checking as and when required by the Client.

4.7.6.13 The depth of mass excavation in any type of foundation strata such as soil, soft or

hard murrum, soft or hard rock etc. for foundation is 2.5 meter with respect to average

natural ground level of particular plot. No separate payment will be made to contractor in

case of dewatering of water and shoring and strutting of the work.

Note :

1. The Contractor shall excavate upto depth 2.50 meter and having Soil Bearing Capacity

200 KN per Square Meter.

2. The foundation strata shall be approved by Structural Design Engineer after completion

of 2.00 meter depth of mass excavation.

3. The additional payment due to additional mass excavation more than 2.70 meter depth,

excess quantities involved such as excavation & R.C.C.work in column, concrete etc. will

be paid to the contractor at the rate of current D.S.R. applicable in that region.

4. If the depth of mass excavation less than 2.70 meter, then the amount against the saving

quantity of excavation & RCC work in column will be recovered at the current year of DSR

applicable in that region.

4.7.6.14 Any kind of debris material or excess quantity of excavated materials shall be

conveyance to any lead by contractor as directed by client. No claim or extra item will be

sanctioned or paid to contractor against these works.

Construction of Bank building, including all Infrastructural amenities, as per layout plan, detail Building

plans, working drawings, specification, prepared by Architect cum PMC of GP Parsik Sahakari Bank under


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their supervision and other conditions and Terms of contract.

5.1 SCHEDULE OF SPECIFICATIONS:

Sr. No. Description

Particulars of material and make

1 FOUNDATION The depth of excavation for foundation is up to

2.70 meter for any type of foundation strata

having soil bearing capacity 198.00 KN/square

meter. Also Pile Foundation and Raft

foundation can be proposed as per foundation

strata.

a Plain Cement Concrete M-15

b RCC Footings and Columns M-30 or More as per R.C.C. Design requirement

2 PLINTH LEVEL

a RCC Columns and plinth beams M-30 or More as per R.C.C. Design requirement

b Masonry work in foundation and

plinth

Fly Ash Brick work 230 mm thick in c.m. 1:6

c Filling in Plinth Murum Filling with contractor’s murum & murum

available on site of work.

d Rubble Soling 150 to 230 mm thick rubble soling with stone dust

& sand.

e Bedding to plinth beam 50mm thick layer of Cement mortar 1:6 below

plinth beam / Ground beams.

f PCC at Ground floor. Leveling course of P.C.C. M-15 75mm thick

g Anti termite treatment Anti termite treatment to the foundations and below plinth PCC.

4 SUPER STRUCTURE

a All buildings R.C.C. work R.C.C. in M-30 or More as per R.C.C. Design

requirement

b Under ground and overhead water

tank etc.

R.C.C. in M-30 or More as per R.C.C. Design

requirement

c Reinforcements Thermo mechanical Treated (TMT) TOR Steel Fe


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500 and above

d Cover for RCC Members P.V.C. blocks

5 WALLS ----

a External Walls AAC Blocks wall 200 mm thick in c.m. 1:6 or in

chemical Bonding

b Internal Walls AAC Blocks Wall 150 mm thick in c.m. 1:4 or

in chemical Bonding

6 PLASTER WORK

a Plaster to ceiling Cement Plaster 6 mm Thick in 1:4 c.m. with Wall

care Putty

b Internal plaster 12mm thick Cement plaster in 1:4 with Wall care

Putty

c External Finish Sand faced Plaster 21 to 23 mm thick in two

coats 15 and 6 to 8 mm in 1:4 C.M.

d Chicken wire mesh At the joint of RCC work and brick work

internally before plastering

7 FLOORING

i) Entrance Steps

ii) Entrance Lobby at Ground floor

iii) Lobby at upper floors

iiv) Staircase & mid landing area &

staircase treads & risers

v) All room area.

vi) All toilets

vii) Plinth Protection

i) Black Granite stone flooring & steps / risers.

ii) Vitrified tiles 1000x 1000x10mm thick flooring.

iii) 1000 x 1000 x 10 mm thick vitrified tile.

iv) Polish Kotah stone for staircase mid landing, &

tread and riser 25 to 30 mm thick flooring.

v) 600 x 600 x 10 mm thick vitrified tile.

vi) 600 x 600 Antiskid Ceramic tile in rustic/

lapato / satin finish.

vii) 150 mm thick rubble soling with P.C.C.M-15

Grade of 150mm thick. Rock finish paver tiles..

8 SKIRTING & DADO

ii) Entrance Lobby at Ground floor

ii) Staircase & mid landing area &

staircase treads & risers

v) All room area.

vi) All toilets

i) Vitrified tile 1000 x 1000 x 100 mm Height.

iii) Vitrified tile 1000 x 1000 x 100 Height.

iII) Vitrified tile 1000 x 1000 x 100 Height.

v) 1000 x 1000 x 10 mm thick vitrified tile.

vi) 1000 x 1000 coloured Ceramic tile in rustic etc.


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9 WINDOW SILLS Black Granite stone 20 to 25mm thick with mouldeing.

10 DOOR FRAMES

a) Main Door frames.

b) Rooms Door Frame

c) Toilets. Door frames

(a) Teak wood frame of size 125c75mm

(b) Granite frame

(c) Granite frame

11 DOOR SHUTTERS

a)Main door

b)Internal door

c)Toilet door

(a) Single leafed Teak wood door shutters 32mm

thick with lamination on both sides

(b) Single leafed flush door shutters 35mm thick

with lamination on both sides.

(c) FRP door shutters.

11 WINDOWS Openable /Sliding Aluminium Window with

Glass.

13 a) PARDI & RAILING FOR

STAIRCASE

R.C.C. Pardi 100mm thick up to 785 mm height &

M.S. pipe railing 40mm dia ) 190mm height above

pardi

b) PARDI & RAILING FOR

BALCONY

R.C.C. Pardi 100mm thick up to 800 mm height &

M.S. pipe railing 40mm dia ) 200mm height above

pardi

14 ROAD Concrete Roads:

WBM Compacted 200 mm thick rubble soling

along with hard murrum watering and compaction,

Premix Concrete with broom finish.

14 STORM WATER DRAIN 230 mm thick rubble soling with P.C.C.M-15

Grade of 150mm thick. Foundation raft & fly ash


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Brick wall 350 mm thick Precast C.C. M-20 Grade

cover above drain of 100 mm thick.

15

CD WORK Two side C.C. M 15 Face Wall through which

passing 600 mm dia NP II pipe covered by murum

filling.

16 PARKING 200mm thickness Murum sub grade, 230 mm thick

rubble soling with P.C.C.M-15 Grade of 150mm

thick. Rock finish Paver Block (Make of Shirke) of

size 328x328x28mm rock finish Paver Tiles.

17 INTERNAL PAINTING

Ceilings Oil bound distemper

Walls Plastic Emulsion Paint with primer.

18 EXTERNAL PAINTING Waterproof exterior Polymer based paint

19 WATER SUPPLY

a) Internal Plumbing Concealed CPVC plumbing.

b) All Down take pipes UPVC 100mm diameter rain water, soil, waste

water and Vent pipe with PVC clips.

c) Drainage pipes upto Inspection

chamber.

UPVC 150mm diameter pipes.

d) Inspection Chamber covers Precast RCC cover with frame as approved by

client.

e) O.H. tank on building RCC M-25 Grad overhead water tank with internal

waterproofing plaster (cement plaster of rich

mortar and neat cement with waterproofing

compound) to the bottom as well as to all vertical

sides.

20 ANTI TERMITE TREATMENT Treatment as per Indian standard specifications.

At Foundation Level.

At Plinth Level/two stages.


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Around the periphery of the building.

21 SANITARY FITTINGS

i) European type wall hung W.C.

pan

White glazed with concealed flush valve.

ii) Wash hand basin Under Counter ‘Oval Wash hand basin’ of size

550mm x 450mm, laid under Granite platform.

22 TERRACE WATER PROOFING Membrane waterproofing technology with I.P.S. of

75mm thick.

6. LIST OF APPROVED MATERIAL FOR CIVIL WORKS 6.1 LIST OF CIVIL AND INFRASTRUCTURAL MATERIAL :

Sr. No.

Name of material Name of company Series as mentioned below or equivalent series from column no.3

Price Range in Rs. ( Through diligent market enquiring)

1 2 3 4 5 Cement, Steel & Concrete 1 Cement a)Ordinary Portland

cement (O.P.C.) (For R.C.C work )

Ultra Tech / ACC / Birla Plus / Birla Gold / Vasavdatta / Ambuja /

OPC (53 grade)

Rs. 320/- to 350/-

b)Portland pozzolana cement / slag cement (PPC) (For plaster / masonry / flooring work)

Birla A-1 / ACC King / Vasavdatta / Ultra Tech / Manikgarth / Birla Gold / Coromondal

OPC (43 grade)

Rs. 310/- to 340/-


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2 Steel Tiscon / Vizac / Jindal / Sail / TATA

TMT Fe-500 / 415 Rs.52000/- MT

3 Ready mix concrete (RMC)

Godrej /ACC / Ultra Tech / Lafarge

M-30 M-25 M-20

Rs.5850/- Cum

4 Artificial sand N/A N/A --

5 Natural sand N/A N/A Rs. 467.15/- Cum

6 Aggregate 10 mm & 20 mm

N/A N/A Rs. 627/- Cum

Bricks 7 Clay Burnt Bricks N/A Class-II -- 8 Fly Ash Bricks N/A N/A Rs. 5000/for 1000Nos. 9 AAC blocks Siporex/ Ultra Tech, Magicrete/

Ecolite 100 mm thick 150 mm thick

Rs. 75/-No. Rs.85/- No.

Doors 10 Waterproof solid core

flush door Anchor / Century / Green Green, 35 mm thick Rs. 175/-per Sqft

11 FRP doors House of door / Perma finish / Syntax / Everest

25 mm thick Rs. 2250 per Shutter

12 Lamination sheets’ (1.50 mm thick)

Royal touch / Green Lam / Merino / Century /

Greem lam-Wall nut Rs. 800/- per sheet

13 Door Fixtures & Fastenings i Main internal door a) Stainless steel

Shalimar/ Vinus (NVII)/Union

Heavy duty Aldrop Stoper

Rs. 450/- No. Rs. 125/- No.

Sanitary fittings

14 Cold & Hot water mixer Jaquar / Jonhson / Ess-Ess Jaquar-Continatal Rs. 3400/- No.

15 Con. Stop cock Jaquar / Jonhson / Ess-Ess Jaquar-Continatal Rs. 875/- No. 16 Bib cock Jaquar / Jonhson / Ess-Ess Jaquar-Continatal Rs. 750/- No. 17 Two way Bib cock Jaquar / Jonhson / Ess-Ess Jaquar-Continatal Rs. 1000/- No. 18 Long neck Bib

cock(Kitchen) Jaquar / Jonhson / Ess-Ess Jaquar-Continatal Rs. 1300/- No.

19 Pillar cock for WHB Jaquar / Jonhson / Ess-Ess Jaquar-Continatal Rs. 750/- No. 20 Angle cock for Geyser

WHB & wall hung unit etc

Jaquar / Jonhson / Ess-Ess Jaquar-FLV 1085 Rs. 750/- No.


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21 Flush valve open etc. Jaquar / Jonhson / Ess-Ess Jaquar-Continatal (1081KN & FLV1085SQ)

25mm Rs. 1800/- No. 232mm Rs. 3000/- No.

22

Waste coupling Jaquar / Jonhson / Ess-Ess Jaquar-ALD-709 Rs. 400/- No.

23 Bottle trap of WHB Jaquar / Jonhson / Ess-Ess Jaquar-ALD-769L Rs. 1300/- No. 24 Hand Shower (Health

faucet) Jaquar / Jonhson / Ess-Ess Jaquar-ALD-IVY-585 Rs. 925/- No.

25

Towel rod (600 mm long) Jaquar / Jonhson / Ess-Ess Jaquar-can-1111nm Rs. 1100/- No.

26 Mirror supported on stud Modi/ Saint gobain N/A Rs. 54/- Sqft 27 Aluminium Section 18

guage heavy Jindal / Hindalco / Superfine. Heavy duty Rs. 247/-Kg.

Flooring and Dado Tiles 28 Vitrified tiles (1000mm x

1000mm) Kajaria / Johnson / Nitco / RAK Kajaria- Premium Rs. 105/- Sqft

29

Vitrified Anti- skid tiles (1000mm x 1000mm)

Kajaria / Johnson / Nitco / RAK Kajaria- Premium Rs. 105/- Sqft

30 Vitrified dado (300mm x600 mm)

Kajaria / Johnson / Nitco / RAK Kajaria- Premium Rs. 85/- Sqft

31 Kota (600mm x 600mm) Mirror Polish Gray colour -20mm to 25mm thick

Greenish Colour Rs. 45/- Sqft

32 Granite (15 to 20 mm thk.)

Black – 15 to 20 mm thick S2 Rs. 155/- Sqft

32A Shahabad (600mm x 600mm)

Shahabad Blue Colour Rs. 33/- Sqft

Painting

33 Primer (External) Asian / Nerolac / Berger / Dulux Asian : Apex Rs. 125/- Kg 34 Oil bound Distemper to

internal walls Asian / Nerolac / Berger / Dulux Asian : Tractor Rs. 50/- Kg

35 Synthetic Enamel Paint to M.S.grill

Asian / Nerolac / Berger / Dulux Asian : Preminum Enamal

Rs. 220/- Kg

36 Polymer based external paint

Apex from Asian Paints / Excel from Nerolac Paints / Shalimar / Berger

Asian : Apex Rs. 225/- Kg

Plumbing and Piping 37 CPVC Pipe Finolex / Suprim /Jain/Astral SDR

50mm 32mm 25mm

Rs. 275/- rmt Rs. 170/- rmt Rs. 140/- rmt


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38 U.P.V.C. Pipes Finolex / Suprim /Jain/Astral Type B 50mm 32mm 25mm

Rs. 185/- rmt Rs. 160/- rmt Rs. 120/- rmt

39 Pump Kirloskar / Cummin Kirloskar 5 HP Rs. 25000/-No.

Plaster Finish

40 Water resistant white cement based wall care putty

J K White / Birla White / Ultra Tech / Wall plast

Acrylic 25 kg Bag

Rs. 731/- Bag

41 Gypsum Plaster India Gypsum / / Conmix 20 kg Bag Rs. 180/- Bag

42 Texture plaster Ultra Tech / Asian / Rinova / malad crete

25 kg Bag Rs. 960/- Bag

Sanitary ware Material 43 Wash Hand Basin (Wall

Mounted) Hindware / Cera / Jaquar/Parryware / Jonhson

Jaquar-Continatal Rs. 1560/- No.

44 Wash Hand Basin (Pedestal)

Hindware / Cera / Jaquar / Parryware / Jonhson


45 Wash Hand Basin (Counter based)



46 Wash Hand Basin (Table Top)



47 Orisa type W/C Pan Hindware / Cera / Jaquar / Parryware / Jonhson


48 European Type (P-Trap) Hindware / Cera / Jaquar / Parryware / Jonhson

Jaquar- Continental Rs. 1800/- No.

49 Wall Mounted W.C Unit Hindware / Cera / Jaquar / Parryware / Jonhson

Jaquar- Continental Rs. 4200/- No.

50 Full Stall Urinal Hindware / Cera / Jaquar / Parryware / Jonhson

Jaquar- URS-WHT-0701

Rs. 7690/- No.

51 Glass Modi / Hindustan / saintGobain Modi Rs. 54/- Sqft

52 Paver Blocks Gubbi / Shirke Rock Finish (Shirke) Rs. 350/- Sqft

53 APP / SBS membrane

water proofing

Tikidan / APEX / IWL Hydrostop

4 PYP – 3 mm

Rs. 702.80/- Sqmt


97

Note : 1. The contractor shall obtain approval of the above material in an advance from the Client in written

form. 2. No extension of time will be granted because of delay in approval of material by the Client. 3. The Contractor shall submit a minimum 5 (five) years guarantee from paint company for external

polymer paint. 4. All the material should be the quality specified and genuine. 5. Contractor shall submit correct invoices cum receipts of all the material purchased during the

construction of the work. 7. Use of non prescribed reinforcement steel would attract penalty of Rs.5,000/- (Rupees five

housand) per metric tonne. 8. Sanitary fittings10 years warranty shall be submitted by contractor in the name of the user agency

for further services 9. Client reserves the right to reject the use of non-approved unspecified material or substandard / fake

material even after approval at any stage (i.e. even during Defect Liability Period).


98

7 PAYMENT SCHEDULE

7.1 PAYMENT SCHEDULE IN PERCENTAGE : Sr. No

Particulars Up to plinth level

Gr. floor

4th Floor

6th Fl. Ter. & Above

Infrast-ructure

Total

% % % % % 1 Anti termite treatment at

foundation level, plinth

level and periphery of the

buildings i.e. all work up to

plinth level etc. complete.

0.30 - - - - 0.30

2 Mass Excavation for

foundation / individual

excavation for footing,

including cutting, filling,

shifting of excavated

material if necessary, filing

in plinth, soling, P.C.C.,

R.C.C. upto plinth

including footing, column,

plinth beam etc., complete.

9.50 - - - - 9.50

3 Super structure R.C.C.

work for columns, beams, 2.60 7.25 5.65 7.25 - 22.75


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slabs, lintels, pardi, chajja,

landings and waist slabs of

staircase including steel

etc. complete.

4 Brick / AAC and stone

masonry for walls, parapet

walls including R.C.C. jalli

etc. complete.

- 3.00 2.00 2.50 - 7.50

5 Door and window shutters

with frame, Entrance gate

structural work T.W.

cupboard shutter M.S. grill

etc. complete.

- 4.00 3.00 3.00 - 10.00

6 Internal plaster etc.

complete. - 1.50 1.10 1.25 - 3.85

7 External plaster and all

cladding works etc.

complete.

- 1.30 1.00 1.50 - 3.80

8 Waterproofing to terrace,

W.C., bath, chajja,

staircase roof cabin etc.

complete.

- 1.20 0.70 1.75 - 3.65

9 Flooring in all rooms,

entrance and passage,

W.C., bath, staircase, dado,

skirting, window sills,

cupboards, granite

platform, shelf, water

- 4.90 2.90 2.90 - 10.70


100

trough, plinth protection of

building with paver tiles

etc. complete.

10 Internal painting etc.

complete. - 0.35 0.25 0.25 0.85

11 External painting etc.

complete. - 0.65 0.45 0.65 1.75

12 Internal electrification with

service connection, fittings,

fixtures including

providing fans & lights etc.

complete.

- 1.10 0.60 0.70 2.40

13 Internal plumbing works

including water supply,

drainage, water supply and

sanitary fittings like W.C.

pans, wash hand basin etc.

complete.

- 2.70 1.50 1.75 - 5.95

14 Compound Wall, chianlink

fencing, tree plantation etc. - - - - 4.00 4.00

15 External water supply

including Underground

water tank with pump

house, external drainage

and sewerage work

including septic tank and

soak pit etc. complete.

- - - - 3.00 3.00

16 WBM road, Asphalt road,

storm water drain, & - - - - 8.00 8.00


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finishing work with paver

tiles in parking area and

open spaces etc. complete.

17 Payment shall be released

on completion of project in

all respect, including

submission of Royalty

Clearance Certificate,

Occupancy Certificate,

Submission of As built

Drawings, Successful

handing over, Taking the

properties on P.R.B. by

P.W.D. civil, site

clearance, conveyance of

excess excavated debris

material at any lead etc.

complete

- - - - 2.00 2.00

TOTAL 100.00

NOTES:

1. 7 years external paint guarantee bond shall be submitted by contractor from manufacturing company. 2. 10 years guarantee bond for sanitary fittings shall be submitted by contractor from manufacturing

company. 3. The bill shall be submitted by the Contractor to the Architect cum PMC and advance copy to GP

Parsik. 4. The percentage of payment schedule shall be submitted along with basic calculations and all related

documents, i.e test certificates, material purchase receipts etc. duly certified by Architect cum PMC and endorsed by contractor. Over payment or misleading calculations will attract heavy penalty as decided by client.

5. Contractor shall mention date of recording of work. 6. Payment shall be made on completed item on quantum meruit basis and not against material brought

on site of work.


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7. Payment should not be recommended against substandard quality, workmanship of work and non tested & non approved material by the Client.


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08. “ TURNKEY ” TENDER FORM & FORM OF OFFER

8.1 GENERAL RULES AND DIRECTIVES OF THE CONTRACT :

8.1.2 This “Turnkey ” tender form will state the work to be carried out in all respects well as

the date for submitting and opening tenders, and the time allowed for carrying out the work,

also the amount of earnest money to be deposited with the tender and the amount of the

security deposit to be deducted from bills. It will also state whether a refund of quarry fees,

royalties, octroi dues and ground rents will be granted. Copies of the specifications, designs

and drawings and any other documents required in connection with the work shall be signed

by the Client for the purpose of identification and shall be open for inspection by

Contractor(s) and/or Developer(s) at the office of the Client during office hours.

8.1.2 In the event of the tender being submitted by a firm, the tender must be signed

separately by each partner thereof or in the event of the absence of any partner, it shall be

signed on his behalf by a person holding a registered a Power of Attorney authorizing him

to do so.

8.1.3 In the event of the Tender being submitted by a Company, the Tender must be

signed by a director or in the event of the absence of any partner, it shall be signed on his

behalf by an authorized representative holding a registered a Power of Attorney authorizing

him to do so.

In the event of the Tender being submitted by a sole proprietor, the Tender must be signed by

the sole proprietor.

8.1.4 Receipt for payments made on accounts of any work, when executed by a

partnership firm, shall also be signed by all the partners except where the Contractors are

described in their tender as a firm, in which case shall be signed in the name of the firm by

one of the partners or by some other person having authority to give effectual for the firms.

8.1.5 Any person who submits a tender shall fill up the usual printed form stating at what

lump sum offer as specified in tender for lump sum contract it is willing to undertake the

work. Only lump sum offer shall be mentioned. Tenders which propose any alteration in the

work specified in the said form of offer, or in the time allowed for carrying out the work, or

which contain any conditions of any sort will be liable for rejection. No printed form of

tender shall include a tender for more works, they shall submit a separate tender for each.

Tender documents shall have name and number of the work to which they refer written

outside the envelope.

8.1.6 General Manager of the Client or the Client or his duly authorized representative


104

shall open tenders in the presence of the Contractor(s) who has/have submitted tenders or

their authorized representatives who may be present at the time and he will enter the

amounts of the several tenders in a comparative statement in a suitable form. In the event of a

tender being accepted, the Contractor(s) shall, for the purpose of identification, sign copies of

the specifications and other documents mentioned in the Tender.

In the event of a tender being rejected, the Client shall refund the amount of the Earnest

Money Deposited by the Contractor(s) through RTGS/ NEFT only.

8.1.7 The Corporation shall have the right of rejecting all or any of the bid. 8.1.8 The receipt for any payment alleged to have been made by a Contractor with

regard to any matter relating to this tender or the contract shall be valid if it is signed by the

Client or his authorized representative.

8.1.9 All work shall be measured by standard measures and according to the rules and

customs of the Public Works Department and without reference to any local custom

unless specifically specified in this tender. The measurements of work will be taken

according to the usual method in use in the Public Works Department and no proposals

to adopt alternative methods will be accepted. The Client’s decisions as to what is the

usual method in use in the Public Works Department will be final. No extra claim is

admissible on account of this additional book keeping.

8.1.10 Under no circumstances, shall any Contractor(s) be entitled to claim enhanced rates

for any items in this contract.

8.1.11 All corrections and additions or pasted slips should be initialed. 8.1.12 The tendering Contractor shall furnish a declaration along with the tender

showing all works for which he has already entered into contract and the value of the work

that remains to be executed in each case on the date of submitting the tender.

8.1.13 Every tenderer shall submit along with tender, information regarding PAN &

VAT Income Tax Circle, or ward of the district in which he is assessed to Income Tax, the

reference to the number of the assessment year.

8.1.14 In view of the difficult position regarding the availability of foreign exchange, no

foreign exchange would be released by the Client for the purchase of plant and machinery

required for the execution of work contracted for.

8.1.15 The Contractor(s) will have to construct a shed for storing controlled and


105

valuable materials brought by him, at the work site, having double locking

arrangement. The materials will then be taken for use in the presence of the Architect

cum PMC No material will be allowed to be removed from the work site. It will be the

Contractor’s responsibility to insure such material against thefts, etc. No claim

whatsoever will be entertained on this account.


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8.1.16 Tenderer shall submit scanned copy of the Registered Agreement or copy of the

Memorandum of Understanding (M.O.U.) along with scan copy of his valid license and

registration certificate from Government of Maharashtra.

8.1.17 The Contractor will have to produce to the satisfaction of the accepting authority a

valid and current license issued in his favour under the provisions of the Contract Labour

(Regulation and Abolition) Act, 1970 within 15 days w.e.f. the date of issue of work order to

start the work, and upto date revision thereof, failing which, acceptance of the tender will be

liable for withdrawal and earnest money will be forfeited to the Client.

8.1.18 The Contractor(s) shall comply with the provisions of the various labour

laws, acts and provisions as applicable and inforce in India, including but not limited to

Apprentices Act, 1961, and rules and orders issued there under from time to time. If the

Contractor(s) fails to do so, his failure will be breach of the Contract and the Client may, in

his discretion, terminate the Contract. The Contractor(s) shall also be liable for any

pecuniary liability arising on account of any violation by him of the provisions of the said

Acts, laws and provisions.


107

10.2 FORM OF OFFER

I/We______________________________________________________________________

_____________________________________________________________ do Hereby

tender to execute the work of Construction of _____________________________________

__________________________________________________________________________

__________________________________________________________________________

__________________________________________________________________________

described in the tender document on ‘Turnkey Basis’ according to Specifications and

Drawings enclosed herewith and Schedule ‘B’ signed on date ___________ at the Lump

sum offer mentioned below. (The Lump sum offer shall be inclusive of all infrastructure

amenities of the Work.)

Contractors Turn Key Lump sum offer Rs. _________________________ (In words

Rupees ……………………………………………………...................................................

…………………………………………………………………………………………)

NOTE - In case of discrepancy in written and figured Lump sum amount, the

lowest will only be considered.


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8.3MEMORANDUM OF UNDERSTANDING :

8.3.1

(a) Name of Work (a) Construction At Koparkhairne, Dist. Thane.

(b) The amount of Earnest

Money to be Deposited.

(b) Tender form fee and Earnest Money Deposit

(EMD) amounting to 3,00,000/- to GP Parsik

Bank.Out of this payment amounting to Rs

5000.00 is non refundable as a tender form fee.

(c) Amount of Security

Deposit to be deposited.

(c) Security Deposit– (SD) 5% of the tendered cost

for project period plus five year defect liability

period.

50% of total security deposit shall be in the form

of cash / TDR / Bank Guarantee.

50% of total S.D. shall be deducted from the R.A.

bills @ the rate of 5%. Total Rs.______________

In Words. ________________________________

__________________________________

d) Period of Contract (d) Period allowed for the completion of whole work

from the date of written work order to commence

the work including monsoon period. 8.3.2 I/We agree that the offer of the contractor shall remain open for acceptance for a

Minimum period of 120 days and an extendable period as per request of the

CLIENT from the date fixed for opening of the Envelope and thereafter, until it is

withdrawn by me/us by notice in writing duly addressed to the authority opening the

tenders and sent by registered post A.D. otherwise delivered at the office of such authority.


109

8.3.3 The amount of EMD shall not bear interest and shall be liable to be forfeited by the

Client, should I/we fail to abide by the Tender conditions including the stipulation to

maintain the validity of the bids for the period mentioned hereinabove, sign and complete the

contract documents as specified in the time limit laid down in Clause No. 12.21 of

Conditions of Contract.

8.3.4 Should this tender be accepted, I/We hereby agree to abide by and fulfill all the terms

and provisions of the Conditions of Contract annexed hereto so far as applicable and in

default thereof to forfeit and pay to the Client the sums of money mentioned in the said

Conditions.

Earnest Money Deposit (EMD) amounting to 3,00,000/- on date _________ vide Chq

Number _______ .The said EMD is to be absolutely forfeited by the Client should I /

We not deposit the full amount of Security Deposit specified in the above

memorandum, in accordance with Clause No. 10.3.1(b) & (c)of the said conditions,

otherwise the said sum of Rs. ------/- shall be refunded

Signature of Contractor(s)

( Before submission of Tender)

Address: _________________________

Date the ______day of _________ 2015

Signature___________________________

Designation_________________________

Address____________________________

____________________________

( Signature of witness to Contractor’s signature)

General Manager

Gopinath Patil Parsik Janata Sahakari Bank Ltd.

(Signature of the officer by whom accepted. )


110

8.4 PROFORMA OF AGREEMENT :

(ON STAMP PAPER OF RS.1000/-)

__________________________________________________________________________

__________________________________________________________________________

__________________________

Article of Agreement (hereinafter referred to as the “Contract”) made at

___________________________________ this

Day Month Year between

Gopinath Patil Parsik Janata Sahakari Bank Ltd. a Government of Maharashtra

undertaking, incorporated under the Companies Act. 1956 and having its registered office at

Sahakarmurti Gopinath Shivram Patil Bhavan, Parsik Nagar, Kalwa West, Thane,

Maharashtra400605(Hereinafter called “the Client” ) of the ONE PART and Whose

registered office is situated at Mumbai.

And

M/s._______________________________________________________________________

_______________________________________________

(Hereinafter called the “Contractor” ) of the OTHER PART.

(As the context may require, the Client and the Contractor, are hereinafter collectively

called the "Parties" and individually as a "Party")

WHEREAS :

The Corporation being desirous of having provided and executed certain works

mentioned, enumerated or referred to in the Tender Notice, Instructions to Tenderer’s

General Conditions of Contract, Special Conditions of Contract, specifications,

technical report, schedule of quantities, for works drawings and other documents

constituting the ‘‘TENDER’’ and acceptance thereof. Copies thereto are annexed, all of

which are designed to form part of this Contract and are included in the term

“CONTRACT” wherever herein used.

AND WHEREAS:

The Corporation accepted the Tender of the Contractor for the provision and the

execution of the said work at the Lump sum cost of Rs. ____________/- (Rupees

________________________________only)

AND WHEREAS :

The Contractor has deposited with the Corporation the sum of Rs. ______/-


111

( Rupees ________________________________only) being the initial Security Deposit

payable by him at the rate of 2.5% of the tendered value and undertakes to pay the

deducted amount from the bills payable to him provided that the deduction does not

exceed 5% (Two Percent ) of the billed amount to be retained until the expiry of the defect

liability period of 5 (five) years for the due observance and performance of this Contract.

NOW THIS AGREEMENT WITNESSES AND IT IS HEREBY AGREED BY

AND BETWEEN THE PARTIES AND DECLARED AS FOLLOWS:

1. The documents which form the part of the Contract will be the Tender Notice. Detail

Tender Notice including Corrigendum to Tender Notice, instruction to tenderers,

General Conditions of Contract, Specifications, Drawings, items of work, Special

Conditions of Contract and Common Set of Deviation and other documents including

acceptance of Tender and Contractor’s letter for acceptance thereof and work order,

etc.

2. In consideration of the payments to be made to the Contractor for the work to be

executed by him, the Contractor shall and will duly provide, execute and complete the said

work on or before the dates mentioned in the time schedule of completion of work attached

to the Tender documents and shall maintain the same at his own cost for the defects

liability period thereafter and perform all such acts and things in the Contract mentioned or

described or which are to be implied there from or may be reasonably necessary for the

completion of the said works at the times and the manner subject to the terms and

conditions or stipulations mentioned in the contract.

3. In consideration of the due provision, execution and completion of the said work, the

Corporation does hereby agree with the Contractor that the Corporation will pay to him at the

quoted cost and such other sums as may become payable to the Contractor under the

provisions of the contract, such payment to be made at such time and in such manner as

provided in this Contract.

4. In consideration of the due provision, execution and completion of the said work, the

Contractor does hereby agree to pay to the Client the amount as may be due to the

Client and such other sum may become payable to the Corporation towards loss, if

any as set forth in the said Conditions of Contract, such payments to be made at

such time and in such manner as provided in the Contract.


112

IN WITNESS WHEREOF THE PARTIES HERETO HAVE SET AND SUBSCRIBED

THEIR HANDS AND SEALS TO THESE PRESENTS IN DUPPLICATE ON THE

DAY AND YEAR FIRST MENTIONED ABOVE.

SIGNED AND DELIVERED FOR SIGNED AND

DELIVERED OF

AND ON BEHALF OF GOPINATH CONTRACTOR

PATIL PARSIK JANATA SAHAKARI

BANK CORPORATION LTD,

NAVI MUMBAI- 400 070

In the presence of witness

1._______________________ Signature__________________

Designation________________

Address___________________

__________________________

2._______________________ Signature__________________

Designation________________

Address___________________

__________________________


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9. PRICE ESCALATION CLAUSE 9.1 No price escalation will be admissible. The prices shall remain firm for the entire tenure

of the Contract.


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10. CONDITIONS OF CONTRACT 10.1 SUPPLY OF MATERIALS ETC. BY THE CONTRACTOR(S) :

The Contractor(s) is/are to provide every article and material which may be necessary and

requisite for the due and proper execution of the work included in the contract, according to the

true intent and meaning of the drawings and specifications taken together which are signed by

the Client and by the Contractor(s), whether the same may or may not have been particularly

described in the specification or shown on the drawings: provided however that the same can be

reasonably and obviously inferred there from. In case of any discrepancy between the drawings

and the specifications, the Client shall decide which of the two is to be followed.

10.2 EXECUTION OF WORK :

The Contractor(s) shall execute and complete the entire Work as per drawings and details

given to him by the Client and during the progress of the Work. The Contractor shall rectify, as

ordered by the Client or his agent any errors, which may be found therein during the executing

of the said Work, and shall provide all plants, labours and materials for the purpose. The

Contractor(s) shall also provide all plants, labour and materials which may be necessary and

requisite for the Works. All materials and workmanship are to be the best of their respective

kinds. The Contractor(s) shall complete the Work, which in all respects should be as per the

specifications of the Client on the completion thereof. The Work should necessarily be

completed within the date of completion as specified herein and in the manner as desired by the

Client.

10.3 DRAWINGS AND SPECIFICATIONS :

The complete set (s) of all the working drawings and specifications signed by the Client shall

be furnished to the Contractor (s) for its own use and the same or copies thereof shall be kept at

the Site office in charge, of the Contractor(s) or his agents who are to be present at site at all

times and to whom the instructions at the Site (s) can be given by the Client.

10.4 CONTROL OVER WORKS & REMOVAL OF EMPLOYEE :

The Client shall have at all times access to the works which are to be entirely under its control.

The Client may require the Contractor/Contractor’s employee to be remove from the works if

such person is, in his opinion, incompetent or misconducts himself, and thereon the

Contractor(s) shall forthwith comply with every such requirement of the Client.


115

The Contractor shall ensure that while on duty, its employees conduct themselves in an

appropriate manner and shall not be under the influence of liquor or other intoxicants and in the

event any employee is found to be under the influence of the same, the Client shall have the

right to demand the Contractor to replace the said employee immediately and a penalty may be

levied on the Contractor.

10.5 ALTERNATION IN DRAWINGS OR SPECIFICATIONS, ET C. :

The Contractor(s) shall not vary or deviate from the drawings or specifications as approved by

the Client or execute any additional work of any kind whatsoever unless requested by the

Client, by an order in writing, or by plan or drawing expressly given or signed by the Client or

any person authorized by the Client, as an extra work or variation, or by any subsequent written

approval signed by the Client.

10.6 THE POWER TO MAKE ADDITIONS AND ALTERATIONS IN DRAWINGS

OR SPECIFICATIONS ETC. :

The Client shall have the power to make any alterations in, or additions to, the original

specifications, drawings, designs and instructions that may appear to him to be necessary or

advisable during the progress of the work. While making such alterations, the Client may

require certain items of the Work to be omitted, from being done or any additional item of Work

to be done. The Contractor (s) shall be bound to carry out the work in accordance with any

such instructions which may be given to him/them in writing signed by the Client and such

alterations shall not invalidate the Contracts; and any additional work, which the Contractor(s)

may be directed to do in the manner above specified as part of the work or any curtailment of

the work as designed, which may be found necessary during the period of construction, shall be

carried out or omitted by the Contractor (s) on the same as mentioned in the Tender and

Contract.

The additional or curtailed work shall be carried out or omitted at the factoring current District

schedule of rate of region / division prevailing of that year at the time of execution or deletion.

Lead for the extra items or deleted items rate list, if any, in future will be as mentioned in

chapter no 14 under clause no 14.90


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RATES FOR WORKS NOT MENTIONED IN THE DISTRICT SCHED ULE OF RATES

OF DIVISION/ REGION

And if the additional or the altered work includes any class of work for which no rate is

specified in this contract, then such class of work shall be carried out at the rates entered in the

current district schedule of rates of the area and respective department of which extra items are

to be executed, or at the rates mutually agreed upon between the Client and the

Contractor(s), whichever the lower shall apply.

If the additional or altered work, for which no rate is entered in the schedule of rates of the

division, is ordered to be carried out before the rates are agreed upon, then the Contractor

shall within seven (7) days of the date of receipt by him / them of the order to carry out the

work, inform the Client of the rate which he/ they propose to charge for such class of work,

and if the Client does not agree to this rate he shall send a notice in writing and then the

Client shall be at liberty to cancel his order to carry out such a class of work, and arrange to

carry it out in such manner as he may consider advisable; provided always that if the

Contractor(s) shall commence work or incur any expenditure in regard hereto before the rates

have been determined as lastly hereinbefore mentioned, then in such case, he/they shall only be

entitled to be paid in respect of the work carried out or expenditure incurred by him / them

prior to the date of such determination of the rate as aforesaid according to such rate or

rates as may be fixed by the Client. In the event of disputes, the decision of the Client shall be

final.

10.7 MATERIAL LEFT ON THE SITE : All work done and materials brought and left upon the Site of the work either by the

Contractor (s) or by its employees/representative for the purpose of the Work, are to be

considered to be the property of the Client and the same shall not be removed or taken

away by the Contractor (s) or any other person without the special leave or consent in writing

of the Client, but the Client shall not in any way be liable for any loss or damage

which may happen to or in respect of any such work or materials, on account of the same being

lost or stolen or damaged by weather or otherwise.


117

10.8 REMOVAL AND SUBSTITUTION OF MATERIALS :

The Client shall have full power to require the removal from the Site of all materials which, in

its opinion, are not in accordance with the specifications as directed by it and in case of default

the Client shall be at liberty to employ other persons to remove the same without being liable

or accountable for any loss or damage that may be caused to such materials. Client shall also

have full power to require other similar materials to be substituted and all costs which are

incurred in such removal and substitution shall be borne by the Contractor(s).

10.9 ACTION IN CASE OF IMPROPER MATERIALS ANDWORKMANSHIP : If in the opinion of the Client any Work or part thereof is executed with improper/fake/sub-

standard materials or defective workmanship, the Contractor(s) shall forthwith re – execute the

same and substitute the said materials and workmanship. In case of default by the

Contractor(s) in complying with this clause within a week from the date of the requisition, the

Client shall have full power to employ any third party to re – execute the work and the cost and

risk thereof shall be borne by the Contractor(s).

10.10 ACTION & COMPENSATION PAYABLE INCA SE OF INFERIOR

QUALITY OF MATERIALS / WORKMANSHIP :

In the event that, in the opinion of the Client/Architect cum PMC or any person authorized by

the Client, the Work or any part thereof has been executed with unsound, imperfect or

unskilled, defective workmanship or with materials of inferior/substandard/fake quality, or that

any materials or articles provide by him for the execution of the Work are not suited to the

Work, or are of a quality inferior to that contracted for, or are otherwise not in accordance with

the contract, it shall be lawful for the Client to intimate this fact in writing to the Contractor(s),

and then notwithstanding the fact that the work, materials or articles complained of may have

been inadvertently passed, certified and paid for, the Contractor shall be bound forthwith to

rectify or remove and reconstruct the work so specified in whole or in part, as the case may

require, or if so required, shall remove the materials or articles so specified and provide other

proper] and suitable materials or articles at his own charge and cost; and in the event of his

failing to do so within a period to be specified by the Client in the written intimation

aforesaid, the Contractor(s) shall be liable to pay compensation at the rate of one percent or

such lower percentage as approved by the Client on the amount of the lump sum for every

day not exceeding ten days during which the failure so continues, however the compensation

so levied will not exceed 10% of the amount of the Contract. In the event of any such failure

as aforesaid, the Client may rectify or remove and re–execute the work or remove and replace

the materials or articles complained of as the case may be, at the risk and expense in all


118

respects of the Contractor(s). Should the Client consider that any such inferior work or

materials as described above may be accepted or made use of, it shall be within his discretion

to accept the same at such reduced rates as he may fix thereof.

10.10 A MAINTENANCE AND REPAIRS DURING GUARANTEE PERIOD OF

FIVE (5) YEAR :

Unless if otherwise stated differently, the Contractor(s) shall guarantee the satisfactory

performance of all services and amenities for Five (5)years after the date of completion of

work and carry out necessary repairs/improvements that are pointed out within this period for

sub-standard/defective but acceptable work.

For the entire period of defect liability, starting from the date of handing over of work to the

user department, Contractor shall maintain staff necessary for rectification of defects, if any.

Such staff shall include one mason, one plumber and one electrician. Who shall hold such

qualifications as directed by the Client.

Contractor shall deposit the bank guarantee equivalent to 1% of tender cost for waterproofing

and anti-termite work for 7 years including the cost of urinals , w.c. units , flooring tiles , dado

etc to the Client. (Note : Refer clause no. 4.7.6.5)

If the defects are not rectified the bank guarantee will be encashed and Client will carry

out the rectification of defects.

10.11 RESPONSIBILITIES OF CONTRACTOR(S) FOR DAMAGE BY FIRE, ETC.:

From the date of commencement of the Works upto the date of on which the Works are handed

over to the Client, the work shall be the responsibility of the Contractor. The Contractor(s) shall

be held responsible for any damage done to the same by fire or any other cause, and it shall be

liable to make good all such damage and to carry out any repairs which may be rendered

necessary to the same by fire or other causes, due to any such cause and restore the Works to a

condition equivalent to its condition before such damage.

If the Contractor fails to do so, the Client may arrange for the repair or replacement of the

damage and shall deduct the costs for the repairs or replacements from the pending bills of the

Contractor, security deposit or any other amount due to the Contractor under the Agreement,

without affecting the other rights and remedies of the Client under this Agreement


119

Further, the Contractor covenants that, it will not store in or around the Site any article of

combustible or inflammable or dangerous nature. If any such article is needed for the

execution/completion of the Work, the Contractor shall take all necessary precautions and

measures to prevent any fire or damge from such articles.

The Contractor shall indemnify the Client from any claims for injuries to any third person

(including the employees of the Contractor), for structural damage whether to any part/s of the

Work and/or adjoining or neighboring structures, damage to any property whether of the Client,

Contractor and/or third party, due to from any neglect or default, want of proper care or

misconduct on the part of the Contractor(s) or of anyone in its employment during the

execution of the Work.

10.12 EXECUTION OF WORKS NOT INCLUDED IN THE CONTR ACT :

The Client shall have a right to engage any third party to affix any fittings and other

works not included in the Contract. The Contractor (s) shall allow the said party on the

Site, and provide every reasonable facility, during ordinary working hours to such party

to provide such service.

10.13 ACTION AND LIQUIDATED DAMAGES WHEN TOTAL / WHOLE

PROJECT IS NOT DULY COMPLETED WITHIN THE STIPUL ATED CONTRACT

PERIOD OR EXTENDED PERIOD

The work comprised in the tender shall be commenced immediately upon the issue of work

order or its acceptance and as soon as possession of the site is handed over. The whole work

including all additions, variations and alteration as aforesaid subject to relevant clause of the

contract agreement (but excluding such, if any, as may have been postponed by an order from

the GP Parsik Bank) shall be completed in every respect by the contractor (s) within the

stipulated time, and if for any reason whatsoever (other than willful obstruction or default on

the part of the GP Parsik Bank or its staff) and except as hereinafter provided the whole of such

work could not be finished to the satisfaction of the GP PARSIK BANK, within the stipulated

or approved extension periods, the contractor shall pay to the GP Parsik Bank by way of

ascertained liquidated damages for such default the sum at the below mentioned rates or more

per day till such default continues, and the amount of such liquidated damages if any may be

deducted from any unpaid dues to the contractor(s) or if the liquidated damages not materialized

from dues to be paid to the contractor, it may be recovered from the Contractor(s) through legal

process by the GP Parsik Bank, provided the amount to be recovered under this clause and


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clause no. 12.22, shall not exceed ten (10) percent of the lump sum tendered amount of the

whole work.

The rates of liquidated damages to be recovered from the contractor.

Sr.No. Scope of work Rate of liquidated damages

1 Upto 1 Crore Rs.2000/- per day

2 Above 1 Crore to 5Crores. Rs.3000/- per day

3 Above 5 Crore to 10 Crores. Rs.5000/- per day

4 Above 10 Crore to 25Crores. Rs.10000/- per day

5 Above 25 Crore. Rs.20000/- per day

10.13 A EXTENSION OF TIME ON ACCOUNT OF ALTERATIONS ETC. :

Provided nevertheless that if the Contractor(s) shall be of the opinion that it is are entitled to

any extension of time on account of the works being altered, varied or added to or on account

of any delay by reason of any inclement weather or any other causes beyond the control of the

Contractor(s) or in consequence of any orders to that effect from the Client (which orders the

Client is hereby empowered to make), then in any such case or cases, it shall be competent for

the Client by an order in writing to extend the stipulated period for final completion by

such period or periods as it may deem reasonable and the Contractor(s) shall thereupon

complete the Work within such extended period or periods as aforesaid.

Further that the Contractor (s) shall not be entitled to any extension of time unless it shall,

within thirty days (30 days) after the happening of the event in respect of which it considers

itself to be entitled to any such extension of time, give to the Client written notice of such

claim for the extension of time and of the ground or grounds therefore and of the period thereof,

unless in any case the Client shall in his discretion, dispense with the requirement of such

notice and certify the extension of time provided further that in cases in which any extension

of time has been granted, the aforesaid provisions relating to payment of damages for default in

completion of the work within the time so extended shall apply.

Note :-

1) The definition of added, varied & alter shall mean as under:-

a) Added: - Any extra work not included in the tender. Added works mean other than

not included in the tender costing not more than 10% of the work.

b) Varied: -Major change and/or shifting of location(s) after one month of the

anticipated date of commencement of that activity.


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c) Alter: - Any major change in plan or specifications after one month of the anticipated

date of commencement of that activity.

2) The BAR / PERT Chart shall be modified at every mile stone as stated under clause

no.12.22 by keeping original contract period to complete the project within contact period

by deploying more labour and machinery.

3) All independent work activity shall be completed within contract period such as road,

compound wall, storm water drain, street light & tree plantation etc.

4) Work activities which are coming in critical path of PERT chart will be considered for

extension if applicable.

10.14 FINAL CERTIFICATE TO CONTRACTOR :

On Completion of the work, the Contractor(s) shall be given a certificate by the Client of such

completion, but no such certificate shall be given nor shall the work be considered to be

complete until the Contractor(s) remove from the premises on which the work shall have been

executed, all scaffolding, surplus materials and rubbish and clean off the dirt from all

wood work, doors, windows, walls, floors, etc., or upon which the work has been executed,

or of which he/they had possession for the purpose of executing the work, or until the work

has been measured by the Client or where the measurements have been taken by the

Contractors until they received the approval of the Client. The said measurements shall be

binding and conclusive on the Contractor(s). If the Contractor(s) fails to comply with the

requirements of this clause as to the removal of scaffolding, surplus materials and rubbish

and cleaning of dirt on or before the date fixed for the completion of the work, the Client

may, at the expense and risk of the Contractor(s) remove or arrange for a third party to

remove such scaffolding, surplus materials and rubbish, and dispose of the same as he thinks

fit and clean off such dirt as aforesaid; Further, the Client shall not render itself liable for any

civil or criminal action by doing the aforesaid and the Contractor(s) shall forthwith pay the

amount of all expenses so incurred, but will have no claim in respect of any such

scaffolding or surplus materials as aforesaid, except for any sum actually realized by the

sales thereof.

If the Contractor fails to pay such charges, it shall be deducted by the Client from the dues to

be paid to the Contractor, or from security deposit.

10.15 ACTION WHEN CONTRACTOR(S) BECOMES DEFAULTER :

If the Contractor(s) shall become bankrupt or if bankruptcy or liquidation proceedings are

commenced against it or likely to be commenenced against it, or if it enters into any

arrangement with or makes any assignment/compromise for the benefit of its creditor/s or is


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likely to do so, or or if a liquidator or receiver is appointed for its assets or it has suspended or

delayed the performance of its part of the contract (except on account of causes mentioned in

Clause 13 or in consequence of its not having proper instructions for which the Contractor(s)

shall have duly applied), the Client shall have the right to terminate to the Contract. Further, it

shall be lawful for the Client to enter upon the Site, and take possession of the Works and to

employ any other person or persons to carry out and complete the same, and to authorize such

person(s) to use the plant, materials and any other property of the Contractor(s) upon the Works.

Further, the Client shall not render itself liable for any civil or criminal action by doing the

aforesaid.

The costs and charges which may be incurred in carrying on and completing the said Works

shall be payable to the Client by the Contractor(s), and may be set off by the Client against any

moneys due or to become due to the Contractor(s). The use of patented materials, methods and

design will, however, be restricted only for the purpose of completion of the incomplete works.

10.16 PAYMENT OF CONTRACTOR (S) / DEVELOPER (S) FOR WORK DONE :

The Contractor (s) shall be paid at the time of R.A. Bills, a sum equal to 75% of the total

value of work done since the last payment according to the schedule of payment attached. Such

retained amount will be released in the next alternate R.A. Bill, provided the Architect cum

PMC certifies that all the test results are received and are satisfactory and the quality of work is

as per tendered specifications and all directions issued by the GP PARSIK BANK have been

complied in toto.

Payment will be released only when the item is complete. If the item of Work is not complete

for all buildings, then proportionate payment based on the Built-up area (percentage of the Item

x Built up area of building/Total Built up area) only will be released.

10.17 COMPLETION CERTIFICATE IN THE FORM OF FIN AL BILL :

The certificate of the Client hereinafter referred to showing the final balance due or payable to

the Contractor(s) shall be conclusive evidence of the works having been duly completed, and

that the Contractor(s) shall be entitled to receive payment of the final balance in accordance

with such certificate, but without prejudice to the liability of the Contractor(s) under the

provision of clause 10. Format of Completion Certificates are annexed herewith as Form

No.19.5.


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10.18 CLAIM OR COMPENSATION FOR ALTERATION OR RESTRICTION

OF WORK :

1. If at any time after the execution of the contract documents, the Client shall for any reason

what so ever (other than default on the part of the Contractor(s), for which the Client is

entitled to rescind the contract), desires that the whole or any part of the work should not be

carried out, he shall give to the Contractor a notice in writing of such desire, and upon the

receipt of such notice, the Contractor(s) shall forthwith suspend or stop the work wholly or

in part as required, after having due regard to the appropriate stage at which the work should be

stopped or suspended so as not to cause any damage or injury to the work already done or

endanger the safety thereof, provided that the decision of the Client as to the stage at which the

work or any part of it could be or could have been safely stopped or suspended shall be

final, conclusive and binding on the Contractor. The Contractor(s) shall have no right to claim

to any payment or compensation what so ever by reason of or in pursuance of any notice as

aforesaid, on account of any suspension, stoppage or curtailment except to the extent specified

hereinafter.

2. Where the total suspension of work ordered as aforesaid is continued for a continuous

period exceeding one hundred and eighty (180) days, the Contractor(s) shall be at liberty to

withdraw from the contractual obligations under the contract so far as it pertains to the un–

executed part of the work by giving a thirty (30) days’ prior notice in writing to the Client,

within thirty (30) days prior to the expiry of the said period of one hundred and eighty

(180) days, of such intention and requiring the Client to record the final measurement of the

work already done and to pay the final bill.

Upon giving such notice the Contractor(s) shall be deemed to be discharged from his

obligations to complete the remaining unexecuted work under his contract. On receipt of such

notice, the Client’s Engineer shall proceed to complete the measurements and make such

payment as may be finally due to the Contractor within a reasonable period from the

receipt of such notice in respect of the work already done by the Contractor.

The decision of the Client in this regard shall be final, conclusive and binding on the

Contractor.

3. In case of act of enemies of the State or any other reasonable cause beyond the control of

Client, the Client may grant such extension of time for the completion of the works as shall

appear to the Client to be reasonable in accordance with the circumstance of the case. The

decision of the CLIENT as to the extension of time shall be accepted as final by the


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Contractor(s). In the event that, in the discretion of the Client, the Client is of the opinion that,

even if an extension of time is granted it may not be possible to carry out the works, the Client/

Architect cum PMC shall certify that the Contract has been frustrated. The Contractor shall

make the Site safe and stop work as quickly as possible after receiving this certificate and shall

be paid for all work carried out before receiving it.

10.19 COMPENSATION UNDER THE WORKMEN’S COMPENSATIO N ACT : The Contractor(s) shall be responsible for and shall pay any compensation to his workmen

which may be payable under The Workmen’s Compensation Act, 1923 (VIII of 1923 hereinafter

called the “said Act”) for injuries suffered by them. If such compensation is paid by the Client

as Principal Employer under sub-section (1) of section 12 of the said Act on behalf of the

Contractor(s), it shall be recoverable by the Client from the Contractor(s).

Work compensation insurance policy shall be in

force till the expiry of defect liability period of work i.e. 5 years w.e.f. date of completion of

project.

10.19 A MEDICAL AID TO WORKERS :

The Contractor(s) shall be liable to pay the expenses of providing medical aid to any workmen

who may suffer any injury as a result of an accident at or near the work–site, whether such

accident takes place on a holiday or on a working day. It shall be open to the Client to incur the

requisite expenses for providing such medical aid and to recover the same from the Contractor

(s). Certificate of the medical practitioner and authenticated Architect cum PMC about amount

of expenses actually incurred on providing such medical aid shall be final, binding and

conclusive against the Contractor(s)

10.20 PAYMENT / REFUND OF QUARRY FEES, ROYALTIES, ETC. : All quarry fees, royalties, octroi duties and ground rent for stacking materials, if any, shall be

paid by the Contractor(s).

10.21 SECURITY DEPOSIT : The person/persons whose tenders may be accepted (hereinafter called “the Contractor(s)”

which expressions shall Unless excluded by or repugnant to the context include his / heirs,

executors, administrators and assigns) shall

a) within ten (10) days of the receipt by him of the notification / letter of the acceptance of his

tender deposit with the Client in cash or in the form of Term Deposit Receipt or Bank

Guarantee from Nationalized/Scheduled Bank a sum sufficient to make up the 50% of the total

Security Deposits specified in the tender;


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(b) remaining 50% of the Security Deposit shall be deducted at the rate of *5% (Five

percent) of all money till full Security Deposit is recovered. Such deduction shall be held by the

Client by way of Security Deposit. Provided always that, in the event of the Contractor(s)

deducting a sufficient sum from every such payment as last aforesaid until the full amount of the

Security Deposit is made up.

All compensation or other sums of money payable by the Contractor(s) to the Client under the

terms of his contract may be deducted from or paid by the sale of a sufficient part of his

Security Deposit or from any sums which may be due or may become due to the Contractor(s)

on any account whatsoever, and in the event of his Security Deposit being reduced by reason

of any such deduction or sale as aforesaid, the Contractor(s) shall within ten (10) days

thereafter, make good in cash as aforesaid any sum or sums which may have been inducted from

or raised by sale of his Security Deposit or any part thereof.

The Security Deposit referred to will not be converted into interest–bearing securities.

If the amount of the Security Deposit to be paid in a lump sum within the period specified at (a)

above is not paid, the tender /contract already accepted shall be considered as cancelled and

Earnest Money Deposit will be forfeited.

The Security Deposit lodged by a Contractor (s) shall be refunded after the expiry of three (3)

months from the date on which the final bill is paid or after the expiry of the date up to which

the Contractor(s) has agreed to maintain the work in good order, that is the defect liability

period of Five (5) years whichever is later.

The Security Deposit lodged by the Contractor(s) shall be returned to him on the expiry of the

period of guarantee mentioned in clause12.10A after deducting there from the amount of

expenses, if any, due to the Client under this Agreement.

10.22 COMPENSATION FOR DELAY AND PERCENTAGE OF WORK

TO BE EXECUTED WITHIN THE STIPULATED TIME :

The date stipulated for carrying out the work as mentioned in the tender shall be strictly

observed by the Contractor(s) and shall be reckoned from the date on which the order to

commence work is given to the Contractor(s). The work shall throughout the stipulated period

of the contract be proceeded with all due diligence (time being deemed to be the essence of the

contract on the part of the Contractor(s), and if the Contractor(s) makes/make default therein,

it shall pay as compensation the sum which may be determined by the Client and further to

ensure good progress of the Work during the execution.


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The quantity of work to be done within the specified time would be as follows : 1. ¼ (25%) of the work (in financial terms) within 3/8 time (37%).

2. 4/10 (40%) of the work (in financial terms) within 1/2 time (50%).

3. ¾ (75%) of the work (in financial terms) within ¾ time (75%).

4. 100% work (in financial terms) within stipulated time period.

All the Work including all buildings and infrastructural amenities shall be complete in all

respects within the specified period of the contract, including monsoon.

In the event of the Contractor(s) failing to comply with the aforesaid schedule, it shall be liable

to pay as compensation an amount equal to one (1) percent of the said lump sum tendered

amount, or such amount as the Client may decide, but not less than Rs.1000/-(Rs. One

thousand) per day for every day upto which the quantity of work shall remain incomplete,

provided the amount to be recovered under this clause and clause no. 12.13, shall not

exceed ten (10) percent of the lump sum tendered amount of the whole work. This amount

is in addition to the amount of liquidated damages mentioned in clause 12.13.

10.23TERMINATION OF CONTRACT : In any case in which under any clause of this contract, the Contractor shall have rendered

himself liable to pay compensation or in the case of abandonment of the work owing to serious

illness or death of the Contractor, or breach of the Contract or insolvency, or the Contractor

fails to maintain the required rate of progress of work, or inordinate delay, or dissolution of

the Contractor’s firm, or any other cause, the Client shall have the power to adopt any of the

courses stated herein-below, as the Client may deem best suited to the interest of the Client.

The Client may terminate such contract by giving 30 days termination notice in writing to

the Contractor, if the reply of the Contractor is not found satisfactory.

a) To terminate the contract (for which 30 day termination notice in writing to the Contractor

shall be conclusive evidence of the termination) and in that case the Security Deposit of the

Contractor shall stand forfeited and be absolutely at the disposal of the Client;

b) To terminate the contract at risk and cost and carry out the work or any part of the

work by the Client debiting the Contractor with the cost of completion of the balance work,

expenditure incurred on tools and plant, and charges on additional supervisory staff

including the fees payable to Project Management Consultant & Architect cum PMC & other

agencies employed for getting the un-executed part of the work completed and crediting him

with the value of the work done by the Client in all respects in the same manner and balance

work not to be higher than contract rates, as if it had been carried out by the Contractor under


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the terms of this contract. The certificate of the Client as to the costs and other allied

expenses so incurred and as to the value of the work so done by the Client shall be final,

conclusive and binding on the Contractor; and

c) To terminate the contract at risk and cost and to order that the work of the Contractor be

measured up and to take such part thereof as shall be un-executed out of his hands, and to

give it to another Contractor(s) to complete, in which case all expenses incurred on

advertisement for fixing a new contracting agency, additional supervisory staff including the

cost of work charge establishment and the cost of the work executed by the new agency will

be debited to the Contractor against the value of the work done or

executed through the original Contractor shall be credited to the Contractor in all respects and

in the same manner and at the same rates as if it had been carried out by the Contractor under

the term of his contract.

The certificate of the Client as to the total cost of the work and other expenses incurred as

aforesaid for or in getting the unexecuted work done by the new Contractor and as to the value

of the work so done shall be final, conclusive binding on the Contractor.

Note:- On such termination, a joint measurement than be carried out by the Client or its

representative and the Contractor or its representative, if Contractor fails to participate in

such joint measurement despite written communication by the Client, the measurement

taken by Client or its representative shall be binding on the Contractor. Payment calculations

for the work done by the Contractor shall be done on quantum meruit basis.

In case the contract is terminated in accordance with Clause (a) above, the Contractor shall

not be entitled to recover or be paid any sum for any work thereto actually performed by him

under this contract unless and until the Client shall have certified in writing the performance of

the such work and the amount payable to him in respect thereof and he shall only be entitled to

be paid the amount so certified.

In the event of either of the courses referred to in clause (b)or (c) being adopted and the cost of

the work executed by the Client or through a new Contractor and other allied expenses

exceeding the value of such work credited to the Contractors, the amount of excess shall be

deducted from any money due to the Contractor, by the Client under the contract or

otherwise howsoever from his Security Deposit or the sale proceeds of his assets movable or

immovable as may be applicable thereof. Provided, however the Contractor shall have no

claim against the Client even if the certified value of the work done by the Client or

through a new Contractor exceeds the certified cost of such work and allied expenses,

provided always that whichever of the three courses mentioned in Clauses (a), (b), (c)


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hereinabove is adopted by the CLIENT , the Contractor shall have no claim to compensation for

any loss sustained by him by reason of his having purchased or procured any materials, or

entered into any engagements or made any advance on account of or with a view to the

execution of the work in the performance of the contract.

10.24 LIABILITY FOR DAMAGE ARISING FROM NON-PROVISI ON OF LIGHT,

FENCING, ETC. :

The Contractor(s) shall provide all necessary fencing and lights required to protect the public

from any accident and the Contractor(s) shall be bound to bear the expenses of defense of every

suit, action or other legal proceedings that may be brought by any person for injury sustained

by him owing to neglect of the above precautions and such a Contractor(s) shall have to pay

any damages and costs which may be awarded to any such person in any such suit, action or

proceedings or any amount which may with the consent of the Contractor(s) be paid for

compromising any claim by any such person.

10.25 LIABILITY OF CONTRACTOR(S) FOR ANY DAMAGE DON E IN OROUTSIDE

WORK AREA :

Compensation for all damage done intentionally by the Contractor(s)/ Contractor(s)’ labour

whether in or beyond the limits of the Client’s property including any damage caused by the

spreading of fire mentioned in Clause 11 as above shall be estimated by the Client or his

representative. The Contractor(s) shall be bound to pay the amount as assessed by the Client

and such an assessed compensation shall be paid by the Contractor (s) on the Client’s demand.

In the event of the Contractor(s)’ failure to do so, the Client shall recover from the Contractor

any sums that may be due or may become due from the Client to the Contractor(s) under this

contract or otherwise.

10.26 WORK ON SUNDAYS OR WEEKLY OFF :

No work shall be done on weekly off without the sanction in writing of the Client. The weekly

off shall be declared by the Contractor on the commencement of the work.

10.27MINIMUM AGE OF PERSONS EMPLOYED, THE EMPLOYMEN T OF

DONKEYS AND OTHER ANIMALS AND THE PAYMENTS OF FAIR WAGES :

i) No Contractor(s) shall employ any person who is under the age of eighteen (18) years.

ii) No Contractor(s) shall employ donkeys or other animals with breaching of string or thin rope.

The breaching must be at least three inches wide and should be of tape (Newar).


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iii) No animal suffering from sores, lameness or emaciation or which is immature shall be

employed on the work.

iv) The Client or his representative is authorized to remove from the work any person or

animal found working which does not satisfy the conditions mentioned herein above and the

Client shall not be liable for any delay caused in the completion of the work by such removal.

v) The Contractor(s) shall pay fair and reasonable wages as per the existing acts to the workmen

employed by him.

In the event of any dispute arising between the Contractor(s) and his workmen on any

grounds including that the wages paid are not fair and reasonable, the dispute shall be resolved

by the Contractor. . The existence of the dispute or the decision, if any, shall not in any way

affect the condition in the Contract regarding the date on which the Work is to be completed.

10.28 METHOD OF PAYMENTS :

Payment of the Contractor(s) will be made by Cheque/Real Time Gross Settlement (“R.T.G.S.”)

drawn on any Bank with which the Client is having an account, provided the amount to be

paid exceeds Rs. 10/-. Amounts to be paid less than Rs. 10 shall be paid in cash.

10.29 ACCEPTANCE OF CONDITIONS COMPULSORY BEFORE TENDERING

FOR WORK & CONDITIONAL TENDERS LIABLE FOR REJE CTION :

All the conditions mentioned in the contract shall be binding on the Contractor (s). Any

conditional offer will be liable for rejection. The Contractor (s) who does not accept the

conditions shall not be allowed to tender for further works and his name shall be removed from

the list of Contractor(s).

10.30 DECISION OF CLIENT SHALL BE FINAL :

Except where otherwise specified in the Tender/Contract, the decision of the Client shall be

final, conclusive and binding on the Contractor upon all questions relating to the meaning of

the specifications, designs, drawings and technical instructions here-in-before mentioned and as

to the quality of workmanship or materials used on the work, or as to any other question(s),

claim(s), right(s), matter(s) or thing (s) whatsoever, in any way arising out of or relating

to the contract, designs, drawings, specifications, estimates, instructions, orders, or the contract

conditions, or otherwise concerning the works, or the execution or failure to execute the

same, whether arising, during the progress of the works, or after the completion or

abandonment thereof.


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10.31 TESTING OF MATERIAL OR ANY TYPE OF CONCRETE ELEMENT :

All the tests for testing the quality, durability, strength and soundness of materials of

construction, precast pre-stress, post stress, component, if any, and the building structure as a

whole as specified under various chapters herein will have to be carried out by the

Contractor(s) to the satisfaction of the Client at the Contractor(s)’ cost.

10.32 EMPLOYMENT OF SCARCITY LABOUR :

If Government declares a state of scarcity or famine to exist in any village situated within 16

(sixteen) kms of the work, the Contractor(s) shall employ upon such parts of the work, as

are suitable for unskilled labour, any person certified to him by the Client, who may have

delegated this duty in writing, to be in need of relief. The Contractor shall be bound to pay to

such person wages not below the minimum which the applicable Government authority may

have fixed in this behalf. Any disputes which may arise in connection with the

implementation of this Clause shall be decided by the Client whose decision shall be final

and binding on piece- worker / Contractor(s).

10.33 TAXES , RATES AND CESSES :

The tendered cost shall be inclusive of existing and prospective of all taxes, rates and cesses

and increase in the existing or prospective taxes, rates and cesses and shall also be inclusive of

the tax leviable in respect of Works Contract under the provisions of Maharashtra Sales

Tax / VAT on Transfer of Property in Goods involved in the execution of Works Contract Act

1985 (Maharashtra Act XIX of 1985) or any service tax amendment or substitution thereof.

10.34 RECOVERY OF AMOUNT DUE TO THE CLIENT :

On account whatsoever which the Contractor(s) is liable to pay to the Client in connection with

the execution of the work including the amount payable in respect of

(i) materials and or stores supplied/issued hereunder by the Client to the Contractor (s);

(ii) hire charges in respect of heavy plant, machinery and equipment given on hire by the Client

to the Contractor(s) for execution by him of the work and/ or material on which advances have

been given by the Client to the Contractor(s) shall be deemed to be arrears of Land Revenue and

the Client may without prejudice to any other rights and remedies recover the same from the

Contractor(s) as arrears of Land Revenue/VAT etc. surcharges thereon.


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10.35 EMPLOYMENT OF LABOUR :

The Contractor(s) shall employ at least 80 percent of the total number of unskilled labourers to

be employed by him on the said work from out of the persons ordinarily residing in the district

in which site of the said work is located. Provided however that if those required number of

unskilled Labourers from that district are not available, then the Contractor(s) shall in first

instance, employ such number of persons as are available and thereafter may with

previous permission in writing of the Client of the said work, obtain the rest of the

requirement of the unskilled labourers from outside the District.

10.36 REASONABLITY OF COMPENSATION :

All sums payable by the Contractor(s) by way of compensation Under any of these

conditions shall be considered as a reasonable compensation to be applied to the use of the

Client without reference to the actual loss or damage sustained, and whether any damage has

or has not been sustained.

10.37 CHANGE IN CONSTITUTION OF FIRM :

Any change in the constitution of the contracting firm shall be forthwith notified by the

Contractor(s) to the Client for his information & record. If such a change in the constitution of

the contracting firm of the Contractor is not notified to the Client within fifteen (15) days, then

the same shall be held as breach of contract and a legal proceeding will follow.

10.38 INSURANCE COVER FOR THE WORK - CONTRACTOR ALL RISK (CAR)

POLICY TILL EXPIRY OF DEFECT LIABILITY PERIOD (i.e. 5 years w.e.f. Date of

completion of project)

Without limiting his obligations and responsibilities under any other clause above, the

Contractor(s) shall prior to commencement of work(s), insure in the joint names of the Client

and the Contractor(s) against all loss or damage from whatever cause arising, other than the

excepted risks for which he is responsible under the terms of the contract and in such manner

that the Client and Contractor are covered for the period of contract including extension

of time limit or after completion of work & further Five (5) year defect liability period as

stipulated in contract hereof and for any loss or damage occasioned by the Contractor(s) in

the course of any operations carried out by him for the purpose of complying with his

obligations under Clauses as below :


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a. The works for the time being executed to the value as shown on the last issued payment

certificate plus ten (10) percent thereon (to allow for any additional costs and professional fees

resulting from the loss or damage together with the materials on site for the incorporation in

the works at their replacement cost.

b. The Constructional Plant and other things brought on to the site by the Contractor(s) to the

replacement value of such constructional Plant and other things.

c. It shall be the responsibility of the Contractor(s) to notify the insurance company of any

change in the nature and extent of the works and to ensure the adequacy of the insurance cover

at all times during the duration of the contract.

d. If the Contractor(s) receives instructions from the Client to insure against War Risk such

insurance, shall be at the cost of the Client and shall be into the joint names of the Contractor

and the Client.

e. In these conditions the expression “Period of Maintenance” shall mean the period of

maintenance named in the tender calculated from the date of completion of the Works certified

by the Client in accordance with Clause 12.10-A hereof or in the event of more than one

certificate having been issue by the Client under the said Clause from the respective dates so

certified and in relation to the Period of Maintenance the expression “the works” shall be

construed accordingly.

f. The Works shall at, or as soon as practicable, after the expiry of period of maintenance, be

delivered to the Employer in the condition required by the contract, normal wear and tear

excepted, which shall be to the satisfaction of the Client. At the date of completion of the

Works (as certified under Clause 12.14 here of), the Contractor shall finish the outstanding

Works, if any, as soon as practicable and make good any and all defects, imperfections,

shrinkages, faults as may be required by the Client in writing during the Period of

maintenance or within thirty (30) days after its expiration as a result of an inspection made by or

on behalf of the Client prior to its expiration.

g. All such work shall be carried out by the Contractor (s) at his expense if the necessity

thereof shall, in the opinion of the Client, be due to the use of materials or workmanship

not in accordance with the contract or neglect or failure on the part of the Contractor(s) to

comply with any obligation expressed or implied on the Contractor(s)’ part under the

contract. If in the opinion of the Client, such necessity shall be due to any other

cause the value of such work shall be ascertained and paid for as if it were additional

work.


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h. If the Contractor(s) fails to do any such required work as aforesaid , the Client shall be

entitled to employ and pay any other person(s) to carry out the same and if such work which in

the opinion of the Client, the Contractor(s) was liable to do at his own expense under the

contract, then all expenses consequent thereon or incidental thereto shall be recoverable from

the Contractor(s) by the Client or may be deducted by the Client from any amounts payable

or due or which may become due to the Contractor(s).

The Contractor(s) shall, if required by the Client in writing, search under the directions of the

Client and Architect cum PMC for the cause of any defects imperfections or faults appearing

during the progress of the Works or in the Period of maintenance. Unless such defects,

imperfections or faults shall be the ones for which the Contractor(s) is liable under the

contract, the cost of the Works carried out by the Contractor(s) in searching as aforesaid shall

be borne by the Contractor(s) and he shall in such case repair, rectify and make good such

defect, imperfection or fault at his own expenses in accordance with the provision of (f) to (h)

herein-above.

10.39 SUBLETTING OF CONTRACT OR PART THEREOF :

The Contractor(s) shall not sub-let the contract or any part thereof by whatsoever method. Any

breach of this Clause would result in rendering the contract void between the Client and such

Contractor. The Security Deposit of the Contractor shall be forfeited by the Client, in full. The

Contractor, thereon, who has committed breach of the Contract would be reported to the

registering authority for deregistration.

(a) The Contractor may sublet any portion of specified work or part thereof up to certain limit

with the approval of the Client in writing. Subletting shall not alter the Contractor’s obligations.

(b)The Contractor shall not be required to obtain any consent from the Client and the conditions

of subletting will not apply for the appointment of duly licensed Sub-Contractor for following

work portions.

(i) Anti-termite works.

(ii) Plumbing works.

(iii) Centering and Shuttering works.

(iv) Erection of E.S.R.

(v) Water Proofing works.

(vi) Labour Contractor for labour appointment.

(c) Beyond what has been stated in Clause 12.39 (a) and (b) hereinabove, if the Contractor

sublets the Contract or any part thereof, the same shall be treated as an Event of Default and the

Client shall be entitled to terminate this Contract.


134

(d) Wrongful subletting of the Contract shall be construed as committing misrepresentation and

fraud by the Contractor and appropriate action shall be taken as may be deemed necessary,

including to blacklisting with the Client.

10.40 GUARANTEE FOR DURABILITY OF THE STRUCTURE FOR 35 YEARS :

1. The contractor shall ensure that the structure of building constructed for the tenements are

durable and shall last for a period of 35 years.

2. The strength as well as durability shall be considered explicitly at design stage.

3. The structure shall be designed for loads and stresses as mentioned in IS 456- 2000 as per

provision of DSR. The RCC design of building shall be based on consideration of earthquake

forces as per prevailing relevant IS and seismic coefficient shall be assumed for calculation of

earthquake forces as per prevailing relevant IS codes. The importance factor of building shall be

considered as 1.0

4. There is a danger in case of collapse of buildings/structures to the lives of the people. The

Contractor shall therefore take all precautions in the design and execution of the work. For the

avoidance of any doubt it is hereby clarified that the Contractor shall be solely liable for

accidents, injuries, death and/or damages caused to any individual/s and/or property of any third

party, due to any such collapse and shall indemnify the Corporation and/or its employees, from

costs or liabilities, arising there from (including counsel fees and legal cost).

5. For any type of foundation required for building in case the soil and sub-soil water at site has

high sulphate and chloride content, the contractor shall have to take utmost precautions to obtain

a dense concrete of low permeability.

6. The contractor shall observe method of controlling while designing and constructing various

mechanisms of wear and deterioration of concrete so as to make the structure give satisfactory

service and safety throughout 25 years without undue maintenance.

7. In observing the design controls, various code of practice and design guides, which give

recommendations on durability, shall be followed. The minimum cement content, water cement

ratio, minimum grade of concrete, minimum cover to reinforcement for exposure conditions of

environment in ……… shall be strictly followed.


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8. The mix design and concrete of various grades, shall be as per latest relevant IS specifications

keeping in view both strength and durability. The exposure condition shall be got approved from

MERI Nashik/ Government Institutes before start of work.

9. The concrete shall be of low permeability to be durable for 25 years. For this purpose,

a. The concrete shall be strong and dense, with sufficient low water cement ratio,

b. The concrete shall be compacted thoroughly

c. Sufficient hydration of the cement shall be ensured through proper curing methods,

d. The aggregate cement ratio for given aggregate shall be sufficient to provide adequate

workability with low water cement ratio so that concrete can be compacted with means available

with the contractor. Use of plasticizer for workability without increasing the water cement ratio.

10. The contractor shall be responsible for the deterioration of foundations, proposed by him for

50 years and shall ensure the controlling system against the mechanism of their deterioration

keeping in view the high content of sulfate and chlorides in the soil and subsoil water.

11. The contractor shall be responsible for the durability of open foundation / pile foundations

and pile caps, plinth beams, superstructure, columns, beams, slabs cast in situ, precast and AAC

slabs, walls of water tank, lift shaft and machine room for 25 years particularly in view of

corrosion of steel.

12. The contractor shall be responsible for 25 years against the creep and long term excessive

deflection of AAC slabs in specific and othe structural members (where deflection is the criteria

for design) like slabs, beams, lintels, etc.

13. The contractor shall be responsible for 25 years for the durability of the structure.

14. The contractor shall ensure by design and construction controls, the minimum permissible

crack width during 35 years and shall be responsible for development of active cracks in the

structure for the 35 years. Also Contractor shall rectify the leakages occurs during 7 years

guarantee period of water proofing.

15. The contractor shall be responsible for 35 years for damage – deterioration of structural

members due to weathering effect.


136

16. The GP PARSIK BANK shall inspect the building once in a year for the said guarantee

period of 35 years for its durability and inform the contractor. The repairs needed shall have to

be done by the contractor at their risk and cost.

17. The contractor shall ensure that the work is executed with adequate supervision and that the

execution of construction complies with specification. The contractor shall carry out various test

on material s and finished items as per relevant IS specifications.

18. The curing affects primarily the concrete in the cover to the reinforcement and by definition

this is the concrete that protects the reinforcement for corrosion by the ingress of aggressive

agent. The contractor shall therefore give very special attention to the curing of concrete. The

period of curing mentioned in IS code shall be strictly adhered to. The water use for curing shall

be potable.

19. The contractor shall give special attention to maintain the specified cover during execution

as this is very important to transfer the forces in reinforcement, to provide fire resistance to the

steel and to protect an alkaline environment at the surface of the steel.

20. The contractor shall ensure in the design and construction that there shall be no excessive

deflection, creep, and cracks in the structure beyond permissible limits for 35 years.

Signature of Contractor No. of Corrections Signature of Client 137

11. SCHEDULE “A” SUPPLY OF MATERIAL

NAME OF WORK : Construction At Koparkhairne, Dist. Thane.

11.1 SCHEDULE “A”

Schedule Showing (approximately) the material to be supplied at the Site of Work contracted

to be executed and the rates at which they are to be charged.

Sr.

No. Particulars of Material

Approximate

Quantity Rate Unit

Place of

Delivery

--------- NIL ---------

Note : Client will not supply any material to the Contractor.


11.2 CONDITIONS GOVERNING SUPPLY OF MATERIAL

11.2.1 Quantities of materials will not be supplied by the Client as directed in Schedule

“A”. The Contractor is liable for supply of the said material, as required for execution of the

work.

11.2.2 Contractor should make his own arrangements to arrange for the correct quality and

quantity of the materials as required for execution of the work.

11.2.3 Client will not pay for transportation of material required for work. It shall be the duty

the Contractor, to arrange for the transportation and ensure that the said materials are

transported at the site, without any damage. In the event of any damage to the said materials,

in transit or while loading or unloading the said materials. Contractor shall be liable to

replace the said materials immediately, and of same quality to ensure timely completion of

the work.

11.2.4 Supply of required materials is the responsibility of Contractor.

11.2.5 The Contractor at his own expenses shall remove and replace the materials not

confirming to the required standards as desired by the Client at once from the site of work.

11.2.6 Supervision charges will not be levied on the cost of such materials as are used for

bonafide Client works.

11.2.7 The Contractor shall be liable on account of delay in the supply of material. The

Contractor should be aware of the day to day position of availability of the materials on the

site as required for the work.

11.2.8 After execution and completion of the work, the remaining quantity of material on site

of work after completion of work will be the property of Contractor.

11.2.9 The material purchased by the Contractor will be inclusive of all taxes, Sales Tax,

Municipal octroi, General Tax or any other tax or duties, etc. Client is not responsible for

reimbursement of the same.

11.2.10 Cement should be procured only from the standard Cement Company in

standard jute or paper bags as received from the cement suppliers.

11.2.11 Cement will be in jute or paper bags considering the cement as 50 Kg. Per bag (one

M.T. = 20 bags) where cement is required to be used on weight basis, no claims for any

variation in weight of cement supplied in jute or paper bags will be entertained.


11.2.12 The Contractor shall within the period stipulated by the Engineer, submit the

estimate of his total requirement of cement, shall place order with its Supplier of its monthly

requirements at least one month in advance of planned use or as directed by the Client. The

Contractor shall so place his order assuming that, the utilization of cement will not be

later than 60 (sixty) days after the receipt thereof. Cement shall not be used on the work

except with written permission of the Client and only after the satisfactory passing tests of

that may be specified. The testing charges will have to be borne by the Contractor.

11.2.13 The Contractor shall furnish to the Client the account of steel, cement etc. obtained

by him at each time before placing order for further supply. Also he should submit on the

completion of the work, final account of all the materials obtained by him. The Client will

scrutinize this account.

11.2.14 All materials as specified above will have to be arranged for by the Contractor. The

Client may recommend Contractor’s applications for license and permits.

11.2.15 Contractor either in coil or straight, shall procure bars as they are received from

the manufacturers or suppliers and no extra payment for straightening the same will be

made.

11.2.16 While paying for the item of reinforcement, the weight of steel used on the

work shall be calculated on the basis of length and standard weight per unit length.

Claims on account of difference in actual weights and calculated on the basis of length shall

not be entertained.

11.2.17 Client will pay no rate difference of material purchased by Contractor from market

and rate considered in Schedule “B” items.

11.2.18 The Contractor from site of work, on his own cost will arrange for the lifting unused

materials from the site to _____________.

11.2.19 The Contractor will have to construct a shed for storing material, such as

Cement and Steel at work site having double locking arrangement. One lock of the Client

and the other one of the Contractor. All requirements as concerning storage of cement have

been mentioned in chapter 16. The materials including cement and steel will be taken out for

use in presence of an authorized representative of the Client. No materials shall be allowed

to be removed from the site of work, without the written permission of the Client.

11.2.20 Pieces of steel will not be accepted back by the Client.


11.2.21 The Contractor shall maintain a Separate register on site for recording daily item

wise cement and steel consumption on the work. This register shall be signed daily by the

Contractor or his authorized representative and got signed daily from the representative of

the Client.

11.2.22 The Contractor should submit a copy of Transport Challans, Money receipt for a

cement and steel purchased by him and brought at site along with each R.A. bill.


12. ADDITIONAL GENERAL CONDITIONS 12.1CONDITIONS :

The Contractor(s) shall provide adequate storage space for storing cement and the

Contractor(s) shall for this purpose, provide a store which shall have the requisite

storage capacity, for the aforesaid purpose. The storage space so provided by the

Contractor(s) should be in addition to the space required for storing empty cement bags. In

case of failure to provide the requisite store as stated above, the same shall be provided at

the Contractor(s)’ risk and cost, as may be directed by the Client.

12.1.1 The lump sum offer of the Contractor(s) shall be inclusive of all taxes, duties

including but not limited to town duty, etc., to be paid to the Contractor(s) for the

material required for the Work, and no extra payment shall be made to the Contractor(s)

on any account thereof.

Further, the tendered cost shall be inclusive existing and prospective of all taxes, rates and

cesses and increase in the existing or prospective taxes, rates and cesses and shall also be

inclusive of the tax leviable in respect of works contract under the provisions of Maharashtra

Sales Tax / VAT on Transfer of Property in Goods involved in the execution of works

Contract Act 1985 (Maharashtra Act XIX of 1985) or any service tax amendment or

substitution thereof.

12.1.2 In case of failure on the part of the Contractor(s) to comply with any of the

instructions given in the notes under this tender, the Client shall be at liberty to get

the Works executed through any other party, at the risk and cost of the Contractor(s) and

recover the expenditure borne by the Client for getting such Works done from the

Contractor(s)’ pending bills / security deposit / or other dues.

12.1.3 In view of the difficult position regarding availability of foreign exchange, no

foreign exchange will be released by the Client for the purpose of the plant and machinery

required for the execution of the work.

12.1.4 The Contractor(s) shall sign each page of the “Contract”.

12.1.5 The Contractor(s) shall make itself aware of the departmental / corporation procedure

right from the acceptance of the tender condition, to the payment of the final bills, including

any interim payment.

12.1.6 The Contractor(s) shall have to supply at his own cost, adequate number of printed

R.A. bill forms in the prescribed form, with complete description of all items of the Works as

per tender for preparation of running account bills and final bills. If such bill forms are not

supplied in the manner stated above, the Contractor(s) shall be charged at the rate of

Rs.10.00 (Rupees ten) per sheet subject to minimum of Rs. 5.00 (Rupees five) per bill copy

of the bills types in the offices of the corporation.

12.1.7 The Contractor(s) should submit every month, the accounts of consumption of steel


12.3 NOTICES TO LOCAL BODIES :

12.3.1 The Contractor(s) shall comply with, and shall issue all the notices required under

any Governmental authority instrument, rule or order made under any Act of Parliament,

State laws or any regulation or Bye-laws of any local authority or public utility concern

relating to the works, as applicable in India. The contractor shall be liable for the payment

of all fees, taxes, etc., as payable under any of the aforesaid acts, rules or laws.

The Contractor(s) shall, before making any variation from the contract drawings necessitated

by such compliance, provide the Client, a notice giving reasons for the proposed

variations and obtain Client’s instruction thereon. In case the Client, does not permit such

variation, the Contractor shall comply with the instructions of the Client.

12.3.2 The Contractor(s) shall pay and indemnify the Client against any liability

incurring to the client in respect of any fees or charges payable by the Contractor, under any

act of Parliament, State laws of any Governmental instrument, rule or order, any regulations

or Bye-laws of any local authority or public utility concern in respect of the work.

12.4 DISCREPANCIES IN DRAWINGS OR SPECIFICATIONS :

The drawings and specifications are to be considered as mutual explanations of each other,

and mutually supportive of each other, with the detailed drawing being followed in

preference to small-scale drawings, and figured dimensions in preference to scale, and the

special conditions in preference to general conditions.

12.4.1 Special conditions, dimensions, specifications, scope of work given in the tender

Drawings shall be followed by the Contractor(s).

12.4.2Tender drawings Vol-III is likely to be modified at the time of actual execution

within a given scope of work.

12.4.3 “Execution Drawings” shall be issued to the Contractor as & when necessary.In the

event any discrepancies appear or any misunderstanding arise, as to the materials or the

due and proper execution of the work, or as to the measurement or quality and

valuations of the work executed under this contract, or as beyond the scope of work,

thereupon, the same shall be explained by the Client and his explanation shall, subject to

the final decision of the Managing Director, be binding upon the Contractor(s) and

the Contractor(s) shall execute the work according to such explanation (subject as aforesaid)

and without extra charge and shall also perform all such works and things as may be

necessary for the proper completion of works as implied by the drawings and specifically

shown and described in the said drawings and specifications.


12.5 USE OF ISI (Indian Standards Institute) SPECIFICATI ONS :

In case where no particular specifications are given for any articles to be used under the

contract, the relevant specification as per the Indian Standards Institute or Uniform

Building Code, U.S.A., whichever is more stringent, shall apply.

12.6 MISSING ITEM/SPECIFICATION/WORKS :

The Contractor(s) shall at the time of Pre-Bid Meeting i.e. before submitting his offer,

bring to the notice of the Client, any missing item of construction activity or

specification which in its view, is absolutely necessary for the completion of building

work and / or if any material of particular make / brand as mentioned in the

approved list of material is not available, then he/they should bring the same to the notice of

the Client. After the due notice as above, in the event the missing items are duly approved

by the Client, the Contractor(s) may thereupon include such missing items, as

addendum/corrigendum to the contract, otherwise it shall be assumed that the

Contractor(s) will carry out such missing item at no extra cost, i.e. to say, work shall be

completed in all respects without extra compensation for not mentioning particular item of

work which may be essential for successful and satisfactory completion of the said work.

12.7 ADDITIONAL / EXTRA WORK DURING DUE COURSE OF CONSTRUCTION : The Contractor shall carry out the additional or Extra work other than those mentioned in

the Contract if it is ordered by Client in written form in due course of construction or even

after completion of work as found necessary by the Client. The payment against such item

will be done factoring the current DSR of the division in which work lies, along with actual

rate analysis as per lead of material specified in the contract.

12.8 DELETED / ADDITIONAL ITEM OF WORK DURING DUE COURSE OF CONSTRUCTION :

The work which are not carried out by contractor as specified in contract and for which the

rate has been quoted by the Contractor or if the client has informed in written form to the

contractor for deletion of particular item of work and directed for new item of work to be

performed instead, due to change in scope of work or specification or by any reasons

whatsoever, then client will adjust the amount to be paid against the new item, with the

amount quoted by the Contractor against deleted item of work and thereby pay for new item

of work factoring the current DSR of the division in which work lies along with actual rate

analysis as per lead of material specified in the contract.


12.9 LEAD OF MATERIAL :

The lead of material for additional / extra rate list as well as for deleted or curtailed or

omitted works if any in due course of construction or even after completion of work is as

under :-

SR. NO. DESCRIPTION OF MATERIAL LEAD (km) 1 Sand 15 km. 2 metal below 40mm 14 km. 3 metal above 40mm 34.50 km. 4 rubble stone 34.50 km. 5 Murum 13 km. 6 Fly ash bricks 28 km.

12.10 DEFECT, DEFECTIVE WORKS AND DEFECT LIABILITY PERIOD (DLP):

The term “Defect” includes but is not limited to imperfection, inadequacy, lack in supervision,

mistakes and errors in work; shortfalls, shortcoming and faults & flaw in execution; use of

substandard and non- approved material, imperfect fixing of material, fixtures & fittings;

unsatisfactory quality & workmanship; Resulting of dampness & leakages; works not in line

& level; interrupted electrical supply; choke-up of drainage, water supply line(s), inspection

chamber(s) & storm water drain(s); camber & gradient of road, etc and which is not considered

to be satisfactory by the Architect cum PMC / Client.

Defective work & Defect Liability Period (DLP) :

The Contractor shall be liable to carry out the rectification or replacement of defective work /

material within a period of s days from the date the Client notifies it of such defect, respectively

falling within the above definition pointed by the Client, during defect liability period of 5 (five)

years from the date of virtual completion of work duly certified by Architect cum PMC and

accepted by Client.

The work should not be considered completed without correct and continuous water supply and

electricity supply and without handing & taking of possession of buildings by the Client.

However, after completion of work, if buildings are not taken in possession by user agency in

that case the date certified by Architect cum PMC and accepted by Client will be considered as

final virtual completion of work. The contractor will have an option to submit the Bank

Guarantee from a nationalized or Multi-State Scheduled Bank, equivalent to the total value of

security deposit in lieu of security deposit during the DLP.


The date of virtual completion certificate will be considered for defect liability period as

certified by Architect cum PMC & accepted by the Client.

12.11 DISQUALIFICATIONS FOR PARTICIPATION IN TENDE R PROCESS OF GP PARSIK BANK Even though the tenderer meet the criteria as stipulated herein, they are subject to be

disqualified in the following cases :

1. The contractors who have been terminated on risk and cost shall be permanently

barred from participation in the tender process of GP Parsik Bank

2. The contractors who have been charged with compensation, shall be banned for such

participation in tender process of GP Parsik Bank till the completion of the assigned

work.

3. The contractors who have delayed the projects for more than 3 months shall be

banned for such participation for 6 months from the date of completion of the

assignment.

4. If the project is delayed beyond 6 months, the disqualification will be for one year

from the date of completion of that work.

5. If the project is delayed for more than one year the contractor shall be barred

permanently.

6. The tenderer has made misleading or false representation in the forms, statement and

attachments submitted ; or

7 The Tenderer has records of poor performance during the last 3 (three) years, as on

the date of submission of the bid, such as abandoning the work, rescinding of the

contract for which the reasons are attributable to the non performance of the tenderer

or its constituents, inordinate delays in completion, consistent history of litigation /

arbitration awarded against the tenderer or any of its constituents or financial failure

due to bankruptcy etc.,

8 Any company / entity blacklisted by GP Parsik Bank or by any government,

organization in India including a local authority is prohibited in participating in this

tender.

9 Canvassing or lobbying by a tenderers with regard to the tender and its bid in any

form, will lead to disqualification of the bid. These norms shall be observed strictly to expedite the projects and its timely completion.


12.12 PHOTOGRAPHS & INSTALLATION OF CCTV (Close Cir cuit Television)

CAMERA :

Contractor & Architect cum PMC shall furnish the photographs independently in various angles

and shall record the date of the work completed, to the satisfaction of the Architect cum PMC

and Client, at every stage i.e. Excavation, Reinforcement placing & Concrete work of

foundation, column, beam, slab, underground water tank, over head water tank, finishing work

such as Flooring, Plumbing and Sanitary fitting, Compound wall, Road work including

Excavation, W.B.M. layers, Bituminous work etc. for verification of progress, quality &

workmanship of work. Client will direct for rectification of work at any stage even during

defect liability period if work is not durable / sound in quality & perfect in workmanship &

aesthetic view.

Contractor shall install CCTV camera on site of work along with internet connection to observe

the live activity of works in conference hall of Client.


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13. ADDITIONAL GENERAL SPECIFICATIONS 13.1 STORAGE OF CEMENT:

15.1.1 Cement required for use in the works shall be as fresh as possible and stored on planks

raised 45 (forty five) cm above the floor and stacked 30 (thirty) cm away from the wall,

and in a suitable closed weather proof buildings at the work site, in such a manner so

as to prevent deterioration by dampness or moist atmosphere or intrusion of foreign

matter. The Contractor(s) shall store the cement of different grades in separate godowns.

Further, cement from different brand and different batches shall be stored in separate

stacks by the Contractor (s). Due care shall be taken by the Contractor(s) to ensure that

cement of different grades, made of different brand or different batches are not be mixed in

any manner whatsoever.

13.1.2 Cement stored for over two (2) months, from the date of its manufacture

from the factory, shall be subjected to testing and shall be used only if found satisfactory.

13.1.3 The Contractor(s) shall store the cement under a double locking arrangement. The

Contractor(s) shall store the cement in each of the cement storeroom in such a way that the

same may be taken out, and/ or fresh stock and daily transactions of cement may be kept

in each of the cement storeroom. The Contractor(s) shall maintain a Register of the

daily account of receipt and use of cement bags in a manner approved under Proforma

Agreement. The Contractor(s) shall regularly supply the copies of the record of the same to

the Client / Project Management Consultant.

Cement shall be kept in a clean store and shall be protected from condensation and rising

dampness, as directed in the Clause 307 of I.R.C. draft codes Section III. In the event of

any damage caused to the cement, the Contractor(s) shall remove the damaged cement

immediately from the site and further the Contractor(s) shall be responsible for such a

damage, which renders the cement useless for the construction Work, . No compensation

shall be payable to the Contractor (s) for such a damages, caused as aforesaid. The

Contractor(s) shall be responsible for preserving the same in Good order as required

by specification mentioned above.

13.1.4 The work included in the contract shall be carried out according to the

specification detailed therein and in accordance with the specification rules and

regulations as laid down herein-below and in particular, the following standard specification

should be followed:


148

IS- 269-1976 Specification for Ordinary Portland cement

IS-383-1970 Specification for natural source for concrete i.e. sand aggregate etc.

IS-432-1966

IS-1786-1985

IS-1566-1967

Specification for mild steel and TMT bars and hard drawn steel wire for

concrete reinforcement with amendments.

IS-456-2000 Code of practice for plain and reinforced concrete for general

construction (revised)

I.R.C. Code of practice for plain and reinforced concrete.

Is-2062 Structural Steel

Controlled Concrete IS-456-1978 and I.R.C. -44-1976 tentative guideline for cement concrete

mix shall be applicable.If the standard specification quoted herein-above falls short for the

item quoted in the Schedule of this contract, reference shall be made to latest Indian

Standard Specification. If any of the items of this contract does not fall in reference quoted

above, the decision and specification directed by Client shall be final.

13.1.5 The Contractor(s) shall establish fully equipped field laboratory, to carry out all

preliminary tests and to work out grading and proportioning of aggregates, in order to

obtain and maintain uniform quality of work. The Contractor(s) shall supply all the

materials, labour and testing machine as per list herein-below for preparing and testing

samples as required, unless otherwise specified in the detailed item wise specifications. The

number of cubes to be taken and tested shall be as per relevant code / standard of practice

for roads, and bridges.

EQUIPMENT FOR FIELD LABORATORY:

1. Slump Cones 3 Nos.

2. Cube Moulds 24 Nos.

3. Cement Testing Equipments (Initial/Final setting, accelerated

compressive test)

1 Set

4. Oven 1 No.

5. Cube Testing Machine 1 No.

6. Weigh Balance 1 Nos.

7. Spring Balance 1 Nos.

8. I.S. Sieves 1 Sets

9. Twister Meter 1 No.

10. Micro Meter 1 No.

11. Silt Measuring Jar 4 No.


149

All cement concrete work is specified by strength and shall be as per the approved mix

design. Mix design of concrete shall have to be obtained from the Government laboratory /

Government Institute as approved by the Client. The testing of test cubes shall be done at

the Contractor(s)’ cost, as per the required frequency specified in the Standard Specifications.

13.1.6 NON-DESTRUCTIVE TESTS: Minimum of five (5)% of structural elements shall be tested by non-destructive test, such as

ultrasonic test, pulse velocity test I.S. 1331 Part I and rebound hammer test I.S.1331 Part II

probe penetration, and maturity test. The minimum strength at nine and half (9.5) %

confidence shall be 1.1. x characteristic strength. This test shall not be accepted for testing

the concrete, where cubes have shown below required strength.

13.1.7 LONGITUDINAL AND TRANSVERSE CONSTRUCTION JO INTS: a) The joint shall be of the kind and dimension as required by specifications and shall

be located as indicated in the plans or as directed by the Client.

b) The longitudinal construction joints shall be constructed as shown on the plan or

as directed by the Client. These shall extend for the full depth of the concrete.

13.1.8 CONSTRUCTION JOINTS: Construction joints shall be formed at the close of each day’s work, or when the process of

depositing concrete is stopped for thirty (30) minutes or longer, The same shall then be

constructed by the use of metal bulkheads or by using a clean wooden bulkhead having

thickness of not less than two and half (2 ½”) inches and out to the section of the finished

base for which general instructions as given in I.S.456-2000 Page No.27 shall be followed.

Longitudinal bars shall be placed to run continuously throughout the construction joints. The

bulkhead will be held secured in a plain perpendicular to the surface of the base.

All honeycombed surface on the vertical faces of constructional joints shall be cleared

with wire brush and thoroughly wetted and patched with cement mortar. The construction

joints should comply with IS 11817 standards.

13.2 CEMENT CONCRETE (PLAIN & REINFORCED ) :

13.2.1 All work shall be carried out as per specifications of Maharashtra PWD Standard

Specification and shall also conform to relevant B.I.S. Specifications, and specifications

contained herein and shall be to the entire satisfaction of the Architect cum PMCs

/R.C.C. Consultants/ Client.

The maximum size of the course aggregate shall be as per IS-456: 2000 standard.


150

13. 2.2 Cement:

i) Ordinary Portland Cement Grade 43/53 shall be used.

ii) Cement shall be stored and used, as given in Clause I above.

13.2.3

i) All Reinforced Cement Concrete designed by strength shall be treated as a design mix

concrete of grade as specified.

ii) Before start of work, mix design grade M-30, M-25 & M-20 shall be obtained from

(Government) PWD laboratory/ Government College. Mix design shall be used after

every six (6) months or whenever there is a change in the source of quarry materials,

whichever is earlier.

iii) In every case the minimum cement content as given below has to be provided. If

additional cement content is required to achieve the desired strength, it shall be provided

without extra charge. The mix design shall conform to the tables given below:-

Grade of Concrete

Assume Std. Deviation

Min. Design

Lab. Strength

Ave. Field

Min. Strength

Min. Cément Content KG/Cum

Water

Cement

Ratio

N/ sqm N/ sqm N/sqm

7 days 28 days 7

days

28 days

M-15 5.50 10.5 15.8 305.00

M-20 5.50 19.4 29.0 14.7 22.0 360.00 Not to

Exceed0.45

or as per

mix design

iv) However, if a mix design using similar materials has been established, then the

Contractor (s) shall prepare sufficient number of cubes of trial mixes to attain the required

result and the best mix as approved by the Client shall be used.

v) For plain Cement Concrete, nominal mixes as given in schedule of Quantities may be

used. Concreting may be done by volume batching for which appropriate size

steel / wooden boxes shall be made. For design concrete, mix weigh batches shall be

compulsorily used.

vi) All concrete shall be mixed in mechanical mixers and mechanically vibrated. Such

concrete shall be mixed for at least two (2) minutes in the mixers.


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vii) Water cement ratio shall be carefully controlled during entire concreting period.

Quantity of water to be added as per the required water cement ratio shall be worked

out taking into consideration the moisture content of sand. Necessary

arrangements for measuring water to be added in concrete shall be made at the Site.

viii) Slump shall be as per IS 456: 2000 standard, with any later amendment.

ix) Curing shall be carried out as per IS456: 200 standard, with any latest amendments.

13.2.4 Acceptance criteria for concrete:

In order to ensure proper control on the quality of concrete, acceptance criteria as

laid down in I. S. Specification No.I.S.456-2000 has to be followed. Random samples

from fresh concrete should be taken as specified in IS-1199, and cubes should be made,

cured and tested as specified in IS-516. The test strength of the sample shall be the average

of the strength of three specimens. The individual variation should not be more than fifteen

(15)%.

13.2.5 Frequency of sampling:

The minimum frequency of each sampling concrete shall be in accordance with the

following.

Quantity of concrete in the No. of Samples

Work cum

1 – 5 1 6 – 15 2 16 – 30 4 31 – 50 4 plus one additional for each

additional 50 m3 or part thereof

13.2.6 Compression strength tests may be carried out within seven (7) days to get a

quicker idea of the quality of concrete, and within twenty - eight (28) days, only

strength shall be the criteria for acceptance or rejection of the concrete.

13.2.7 Before providing any construction / expansion joints, the Contractor shall obtain

approval of the Architect cum PMC/ R.C.C. Consultant as regards location and design.

13.2.8 Before concreting the foundation strata, steel reinforcement shuttering

shall be inspected and the requisite Architect cum PMC/R.C.C Consultant approval

shall be taken, and a proper system of “Pour cards” in the required format shall be

maintained by the Contractor(s) .


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13.2.9 The Contractor(s) shall ensure that the entire framework shall be strong enough

to withstand the loads coming thereon, and shuttering shall be carried out with pure

steel plates having clean and level surfaces. The Contractor(s) shall further ensure the

safety of centering / shuttering not only during erection, but also after concreting.

13.2.10 The Stripping period for formwork shall be as follows:

Walls Columns, Beam sides – 48 hours

Slabs, spanning up to 4.5m – 7 days

Slabs, spanning more than 4.5m – 14 days

Beams spanning 6m – 14 days

Beams spanning more than 6m – 21 – 28 days

13.2.11 Minimum cover using plastic/precast cover blocks shall be provided as shown in

the structural drawings. If not then this will be as follows: Footing 50mm Columns –

40mm (form main reinforcement) Beams 25mm Slabs 15mm.

13.2.12 If the cover blocks are made of concrete or mortar, then the cover blocks shall

have a strength (to be tested) at least equal to the strength of concrete for which they are

used.

13.2.13 Steel:

I. Steel shall conform to the following:

a) Thermo Mechanically Treated steel (TMT) i.e. TMT Steel shall be tested as per

frequency before actual use. Brand and make will be approved by the Client.

b) Binding wire – black annealed steel wire confirming to IS 280 – minimum 16 gauge.

II. Test certificates shall be furnished for all steel reinforcement brought to the site.

III. Samples from each batch shall be taken as instructed and tested for tensile strength

and malleability from an approved Laboratory.

IV. Measurements for steel shall be recorded before the concreting is commenced, and shall

be signed by the Contractor (s) and Architect cum PMC.

13.2.14 Laps: Laps shall be as shown on structural drawings.

13.2.15 The Contractor(s) shall prepare bar bending schedules well in time and shall

necessarily secure the Client’s / RCC Consultant’s approval. Steel shall be laid /

fabricated on the basis of the approved design schedules.


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13.2.16 Immediately on stripping of form work, the concrete shall be carefully

inspected. Under no circumstances shall the concrete surface be patched, or covered up,

or damaged concrete rectified, or replaced until the Client / Architect cum PMC have

inspected the works and issued instructions for rectification or replacement.

13.2.17 All concrete shall be hacked to make the surface sufficiently rough to provide a

key for plaster.

13.2.18 Date of Concreting shall be marked on all the columns, beams, slabs etc. after

stripping of forms.

13.2.19 Embodiment of hooks, hangers, boxes or any insertions, for hanging fans, lights,

false ceiling, etc. and making of opening as required shall be carried out without extra

charge.

13.2.20 Special specifications for concrete:

The Contractor (s) shall achieve the following requirements in respect of quantity or

work and his contract rate shall provide for the same.

13.2.20.1 Admixtures:

Whenever necessary the admixture should be used to achieve the required workability. The

type of admixture should be approved from the Client. The rate shall be inclusive of all

admixtures etc., if found necessary.

13.2.20.2Cement content in concrete:

The cement content as referred to, in additional specifications

against respective items is minimum cement content that is required for the job. The

cement content, if required as per actual mix designed, if found to be less than as

specified in additional specifications, the Contractor(s) shall have to put the

minimum cement quantity at the rate specified in additional specifications. If the cement

content required as per actual mix design is more than that specified in additional

specifications, the Contractor(s) shall put the additional quantity of cement without any extra

cost to Client.

13.2.20.3 Water/Cement ratio:

For high quality concrete of low permeability, the water/cement ratio shall not be more than

0.45 and preferably 0.40 less subject to the attainment of adequate workability.


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13.2.20.4 Curing of concrete:

Special attention shall be paid to curing of concrete in order to ensure maximum

durability and to avoid any cracking. Concrete shall be cured with fresh water whenever

possible, to ensure that the concrete surface can be kept wet despite wind, etc. Care shall be

taken to avoid rapid lowering of concrete temperatures caused by applying cold water to

hot concrete surface (thermal shock). Seawater shall not be used for curing. Where there

is doubt as to keeping the concrete surface permanently wet for the whole of the curing

period, heavy duty membrane curing compound shall be used. Immediately after

finishing the above process, the concrete surface shall be covered with wet gunny bags or

plastic sheets, and water curing shall be started after initial setting of concrete. For the flat

surfaces i.e. slabs etc ponding method of curing shall be preferable.

13.2.20.5Concrete cover to reinforcement :

1) The cover to concrete must be of the same quality, impermeability and strength as the

rest of the concrete. Particular care must be taken to ensure the aforesaid, specially in piles

and other structural components.

2) The concrete cover must develop sufficient alkalinity, and protect the steel. The

alkalinity developed shall not be less than 0.04 N and shall not be more than 0.08 N.

3) The concrete cover must be uniform throughout, and its thickness shall be exclusive of

plaster,and other decorative finished.

13.2.20.6 Detailing of miscellaneous items:

Binding wires:- Binding wires shall be as per standard specifications of P.W.D. use. All ends

of binding wires shall be carefully turned inwards so that they do not project out of

concrete, to cause any rusting . Wherever possible, polythene binding, strings and

polythene bar grips shall be used, after making sure that these do not result in loss of bond

of chemical reaction with concrete and the same shall be subject to approval of the Client.

13.2.20.7 Honey combing in concrete:

After completion of the concreting work, the concrete surface particularly in

places where there exists congestion of reinforcement, the same shall be tested by

light hammering, or if possible, by the use of a “Schmidt hammer”. Any portion showing

signs of hollowness shall be grouted immediately by the Contractor(s).

13.2.20.8 Fire Fighting:

Fire Fighting Equipments shall be provided to each building as per Local Municipal

Corporation Fire Brigade Department’s requirement and the Contractor shall obtain final

fire NOC from the respective Authority.


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14. LABOUR REGULATIONS

14.1 CONTRACTOR - LABOUR REGULATIONS :

During continuance of the Contract, the Contractor shall abide at all times by all existing labour

enactments and rules made there under, regulations, notifications and bye laws of the State or

Central Government or local authority and any other labour law (including rules), regulations,

bye laws that may be passed or notifications that may be issued under any labour law in future

either by the State or the Central Government or the local authority. Salient features of some of

the major labour laws that are applicable to construction industry are given below. The

Contractor shall keep the employer indemnified in case any action is taken against the

employer by the component authority or account of contravention of any of the provision of any

Act or rules made there under, regulations or notifications including amendments. If the

employer is cause to pay or reimbursed, such amounts as may be necessary to cause or observe,

or for non – observance of the provisions stipulated in the notifications / bye laws / Acts / Rules

/ Regulations including amendments, if any, on the part of the Contractor, the Engineer /

Employer shall have the right to deduct any money due to the Contractor including his amount

of performance security. The Employer / Engineer shall also have right to recover from the

Contractor any sum required or estimated to be required for making good the loss or damage

suffered by the Employer. The Employees of the Contractor and the Sub-Contractor in no case

shall be treated as the Employees of the Employer at any point of time.

14.2 DEFINITIONS :

In these regulations unless otherwise expressed or indicated, the following words and

expressions shall have the meaning hereby assigned to them.

“Adult labour” means any labour who has attained age 18 years.

“Bonus” means as defined under Bonus Act’ 1965

“Client” means Principal Employer.

“Contractor” for the purpose of these regulations shall include an agent or sub contractor

employed labour on the work taken on contract.

“ESI Contribution” means contribution of employer and employee as defined under

Employees State Insurance Act’ 1948.

“Exhibit” means a form appended to these regulations.

“Gratuity” means as defined under Gratuity Act 1972

“Labour” means worker employed by a Contractor directly or indirectly through a sub-

contractor or by an agent on his behalf.


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“Fair Wage” means wages which shall include wages for weekly day of rest and other

allowances whether for time or piece work after taking into consideration prevailing market

rates for similar employment’s in the neighborhood, but shall not be less than the minimum

rates of wages fixed under the Minimum Wages Act from time to time by appropriate

government.

“Inspecting Officer” means any Labour Enforcement Officer, or Assistant Labour

Commissioner of the Chief Labour Commissioner organization at _______ or any other person

authorized by the appropriate government.

“PF Contribution” means contribution of employer and employee as defined under Employee

Provident Fund & Miscellaneous Provision Act 1952.

Employees State Insurance Contribution :

The Contractor and sub-contractor must possess ESI Code number from the concerned office of

Employees State Insurance Corporation and a copy thereof be supplied to the client.

The Contractor and sub-contractor will be responsible to deposit ESI employer and employee

contribution before ESIC a copy thereof be supplied to client.

Note : In case, client receives any complaint for non-payment of ESI

Contribution or any demand has been raised and recovered by ESIC from client, in such

circumstances the client may withheld due payment of Contractor and sub-contractor or may

recover it from security deposit amount.

Employees Provident Fund and Misc.Provisions Act 1952 :

The contractor and sub-contractor will deposit the PF Contribution of employer and employee

before the concerned PF office and a copy of PF Return will be supplied to the Client.

If client comes to know that PF Contribution has not been deposited by the Contractor or sub-

contractor in such circumstances the Client may withheld due payment of Contractor and sub-

contractor.

In case any demand has been raised by PF Authority the client will have liberty withheld the

payment of Contractor and sub-contractor or may recover it through due process of law.

Payment of Bonus and Gratuity :

The contractor and sub-contractor will pay bonus to all eligible labour, in case of default the

client may withheld the payment of Contractor and sub-contractor unless bonus is disbursed

amount labour of Contractor and sub-contractor.


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The Contractor and sub-contractor will pay gratuity to all eligible labour as specified under

gratuity Act, in case of any default the client may withheld equal amount from the security

amount of Contractor and sub-contractor or may reimburse from the security amount among

labour of Contractor and sub-contractor.

14.3 NOTICE AND COMMENCEMENT :

The Contractor shall within seven (7) days of commencement of the work, furnish

in writing to the Inspecting Officer of the area concerned the following

information :

(a) Name and situation of the work.

(b) Contractor’s name and address.

(c) Particulars of the department for which the work is undertaken.

(d) Names and addresses of sub-contractors as and when they are appointed.

(e) Commencement dates and accurate estimate of the duration of the work.

(f) Number of workers employed and likely to be employed.

(g) Fair wage for different categories of workers.

(h) Contractor and sub- contractor will obtain license under Contract and Labour (Regulation &

Abolition) Act 1972.

The contractor and sub- contractor, as case may be, will provide a set of above document with

acknowledgment to the office of client.

14.4 NUMBER OF HOURS OF WORK WHICH SHALL CONSTITUTE A FULL

WORKING DAY :

The number of hours, which shall constitute a full working day for an adult worker, shall be 9

(nine) hours. The working day of an adult worker shall be so arranged that inclusive of

intervals, if any, for rest it shall not spread over more than twelve hours on any day. When

an adult worker is made to work for more than 9 hours on any day or for more than forty

eight hours in any week, he shall be in respect of overtime work be paid wages at double

the ordinary rate of wages.

Note : The expression ordinary rate of wages means the fair wage the worker is entitled to.

The Contractor and Sub-contractor will not engage any child labour during the course of

present contract. Morevoer, incase any complaint is received against Contractor in respect of

less wages or non-payment of wages and overtime, the client may reimburse directly to the

concerned labour from the security amount or may withhold payment of Contractor and Sub-

Contractor till the date of clear of the dues of labour.


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14.5 WEEKLY DAY OF REST:

Every worker shall be given a weekly day of rest, which shall be fixed and notified at least

10 days in advance. A worker shall not be required or allowed to work on the weekly rest day

unless he has or will have substituted rest day on one of the five days immediately before or

after the rest, provided that no substitution shall be made which will result in the worker

working for more than 10 days consecutively without a rest day for a whole day.

Where in accordance with the foregoing provision, a worker works on the rest day and has

been given a substitute rest day, he shall be paid wages for the work done on the weekly rest

day at the overtime rate of wages.

14.6DISPLAY OF NOTICE REGARDING WAGES, WEEKLY DAY, DAY OF

REST ETC. :

The Contractor shall before he commences his work on contract, display and and continue to

display and correctly maintain in a clean and legible condition in conspicuous places on the

works, notices in English and in a local Indian language, spoken and understood by majority

of workers. Giving the rate of fair wages, the hours of works for which such wages are

payable, the weekly rest days workers are entitled to and name and address of the

Inspecting Officer. The contractor shall send a copy of each of such notice to the

Inspection Officer.

14.7FIXATION OF WAGE PERIODS :

The contractor shall fix wage periods in respect of which wages shall be payable. No wage

period shall normally exceed one week.

14.8 PAYMENT OF WAGES :

i) Wages due to every worker shall be paid to him directly. All wages shall be paid in current

coins or currency or in both.

ii) Wages of every workers employed on the contract shall be paid, where the wage period is

the week, within three days from the end of the wage period and in any other case before the

expiry of the seventy day or tenth day from the end of the wage period accordingly as the

number of workers does not exceed on thousand or exceeds 1000.

iii) When employment of any worker is terminated by or on behalf of the contractor, the wages

earned by him shall be paid before expiry of the day succeeding the one on which his

employment is terminated.

iv) Payment of wages shall be made at the work site on a working day except when the work

is completed before expiry of the wage period, in which case final payment shall be made at the

work site within 8 hours of last working day and during normal working time.


159

Note : The term working day means a day on which work on which labour is employed, is in

progress.

Note: the Contractor and sub-contractor may transfer wages of workers in their Bank Account

if labour request to client or Contractor or Sub-contractor as case may be.

14.9 REGISTER OF WORKMEN :

A register of workmen shall be maintained in Exhibit - I and kept at the work site or as near to

it as possible and the relevant particulars of every workman shall be entered therein within three

days of his employment.

Note: A copy of attendance register or extract or attendance register will be provided by

Contractor to the client

14.10 EMPLOYMENT CARD :

The contractor shall issue an employment card in Exhibit - II to each worker on the day of

worker’s entry in to his employment. If a worker has already any such card with him issued by

the previous employer, the contractor shall merely endorse that employment card with relevant

entries. On termination of employment, the employment card shall again be endorsed by the

contractor and returned to the worker.

14.11 REGISTER OF WAGES ETC. :

i) A register of wages cum muster roll in Exhibit - III shall be maintained and kept at the

work site or as near to it as possible.

ii) A wage slip in Exhibit - IV shall be issued to every worker employed by the Contractor at

least a day prior to the disbursement of wages.

Note: The Contractor and sub-contractor will produce original register of wages at the time of

disbursement of wages and client may inspect the payment register at any time during the

working hours.

14.12 FINE AND DEDUCTIONS WHICH MAY BE MADE FROM WAGES :

i) Wages of Worker shall be paid to him without any deductions of any kind except the

following.

a) Fines

b) Deductions for absence from duty, i.e. from the place or the places whereby the term of his

employment is required to work. The amount of deductions shall be required to work. The

amount of deductions shall be proportionate to the period for which he was absent.

c) Deductions for damages to or less of goods expressly to the employed persons for custody or

for less money which he is required to account for, where such damage or loss is directly

attributable to his neglect of default.


160

d) Deductions for recovery of advance or for adjustment of every payment of wages, advances

granted shall be entered in a register, and

e) Any other deductions which the Department may time to time allow.

No fines shall be imposed on any worker, save in respect of such act and the chief

commissioner has approved of omissions on his part as.

No fine shall be imposed on a worker and no deduction for damage or loss shall be made from

his wages until the worker has been given an opportunity of showing cause against such fines

or deductions in writing.

The total amount of fines which may imposed in any one wage period on a worker shall not

exceed an amount due to him in respect of that wage period.

No fine imposed on a worker shall be recovered from him in installments after expiry of sixty

days from the days on which it was imposed. Every fine shall be deemed to have been imposed

on the day of the act or commission in respect of which it was imposed.

The contractor shall maintain both in English and the local Indian language, a list approved by

the Chief Labour Commissioner, clearly stating the acts and commission for which penalty or

fine may be imposed on a workman and display it in good condition in a conspicuous place on

the work site.

14.13 PRESERVATION OF REGISTERS :

The register of workmen and the register of wages cum muster roll required to be maintained

under these regulations shall be preserved for 3 (three) years after the date on which the last

entry is made therein.

14.14 APPEAL AGAINST DECISIONS OF INSPECTING OFFICER :

Any person aggrieved by a decision of the Inspecting Officer, may appeal against such decision

to the Regional Labour Commissioner concerned, within 30 days from the date of the decision

forwarding simultaneously a copy of his appeal to the Client. The decision of the Regional

Labour Commissioner shall be final and binding upon the Contractor and the Workmen.

14.15 REPRESENTATION OF PARTIES :

i) A workman shall be entitled to be represented in any investigation or enquiry under the

regulations by an officer of a registered trade union of which he is a member or by any officer

of a Federation of Trade Union to which the said Trade Union is affiliated or where the

workman is not a member of any registered trade union, by an officer of a registered trade

union connected with or by any other workman employed in the industries in which the

workman is employed.


161

ii) A contractor shall be entitled to be represented in any investigation or enquiry under these

regulations by an officer of an association of contractors of which he is a member of or by an

officer of a Federation of associations of contractors to which the said association is affiliated

or where the contractor is not a member of an association of Government by an officer of

association of employers, connected with or by any other employer engaged in the industries in

which the contractor is engaged.

No party shall be entitled to be represented by a legal practitioner in any investigation or

enquiry under these regulations.

14.16 INSPECTION OF REGISTERS AND OTHER DOCUMENTS :

The Contractor shall allow Inspection of the registers and other documents prescribed under

these regulations by Inspecting Officer and the Client or his authorized representative at any

time and by the worker / labour or his agent on receipt of the due notice at a convenient time.

14.17 AMENDMENTS :

Department may from time to time add to or amend these regulations and issue such directions

as it may consider necessary for the proper implementation of these regulations or for the

purpose of removing any difficulties which may arise is the administration thereof.

The Contractor shall employ at least 80% of the total number of unskilled labour to be

employed by him on the said work from, out of the persons ordinarily / localy residing in

Nashik District.

14.18MODEL RULES FOR LABOUR WELFARE (see Clause 67) 14.18.1 Definitions : (a) Work Place

"Work Place" means a place at which on an average 20 or more workers are employed.

(b) Large Work Place

"Large Work Place" means a place at which on an average 500 or more workers are employed.

14.19 FIRST AID :

At every work place, there shall be maintained in a readily accessible place first-aid

appliances, including an adequate supply of sterilized bandage and sterilized cotton wool as

prescribed in the Factory Rules of the State in which the work is carried on. The appliances

shall be kept in good working order and in large work places, they shall be placed under the

charge of a responsible person who shall be readily available during working hours.


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At large work places where hospital facilities are not available within easy distance of works,

first aid posts shall be established and be run by a trained Compounder.

Where large work places are remotely situated and far away from regular hospitals, indoor

wards shall be provided with one bed for every 250 employees.

Where large work places are situated in cities, towns or in their suburbs and no beds are

considered necessary owing to the proximity of city or town hospitals, suitable transport shall

be provided to facilitate removal of urgent cases to those hospitals.

At other work places, some convenient facilities including transport shall be kept readily

available to take injured person or persons suddenly taken seriously ill, to the nearest hospital.

At large work places, there shall be provided and maintained an Ambulance room of the

prescribed size and such medical and nursing staff as may be prescribed. For this purpose, the

relevant provisions of the Factory Rules of the State Government of the area where the work is

carried on may be taken as the prescribed Standard.

14.20 ACCOMODATION FOR LABOUR :

The Contractor(s) shall during the progress of works provided, create and maintain necessary

temporary living accommodation and ancillary facilities for labour at his own expenses and to

standards and scales as approved by the Client.

14.21 DRINKING WATER :

In every work places / site, there shall be provided and maintained at suitable places, easily

accessible to labour, a sufficient supply of cold water fit for drinking.

Where drinking water is obtained from an intermittent public water supply, each work place

shall be provided with storage facility where drinking water shall be stored.

Every water supply storage shall be at distance of not less than 15 (fifteen) meters from any

latrine, drain or other source of pollution, where water has to be drawn from an existing well,

which is within such proximity of latrine, drain or any other source of pollution, the well shall

be properly chlorinated before water is drawn from it for drinking. All such wells shall be

entirely closed in and be provided with a trap door, which shall be dust and waterproof.

A reliable pump shall be fitted to each covered well, the trap door shall be kept locked and

opened only for cleaning or inspection which shall be done at least once a month.


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14.22 WASHING AND BATHING PLACES :

Adequate washing bathing places shall be provided separately for men and women. Such

places shall be kept in a clean and drained condition.

14.23 SCALE OF ACCOMMODATION IN LATRINES AND URINAL S :

There shall be provided within the premise of every work place, latrines and urinals in an

accessible place and the accommodation, separately for each of these shall not be less than at

the following scales:

No. of Seats

(a) Where number of persons does not exceed 50 2

(b) Where number of persons exceeds 50 but does

Not exceed 100 3

(c) For additional person 3 per 100 or part

thereof

In particular cases, the Client shall have the power to vary the scale, where necessary.

14.24 LATRINES AND URINALS :

Except in work places provided with water flushed latrines connection with a water borne

sewage system, all latrines shall be provided with receptacles on dry earth system which shall

be cleaned at least four times daily and at least twice during working hours and kept in a strictly

sanitary condition. Receptacles shall be tarred inside and outside at least once a year.

If women are employed, separate latrines and urinals, shown from those for men and marked in

the vernacular in conspicuous letters "For Women Only" shall be provided on the scale laid

down in rule 6. These for men should be similarly marked for "Men Only". A poster showing

the figure of a man and of a woman shall also be exhibited at the entrance to latrines for each

sex.

There shall be adequate supply of water close to latrine and urinals.

14.25 CONSTRUCTION OF LATRINES :

Inside wall shall be constructed of masonry or other non-absorbent material and shall be cement

washed inside and outside at least once a year. The dates of cement washing shall be noted in a

register maintained for the purpose and kept available for inspection. Latrines shall have at least

thatched roof.The latrines to be kept clean and dry and odourfree (in hygienic condition) all the

time.


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14.26 DISPOSAL OF EXCRETA :

Unless otherwise arranged for by the local sanitary authority, arrangement for proper disposal

of excreta by incineration at the work place shall be made by means of a suitable incinerator

approved by the local medical health and municipal or cantonment authorities. Alternatively,

excreta may be disposed of by putting a layer of night soil at the bottom of pucca tank prepared

for the purpose and covering it with a 15 (fifteen) cm layer of waste or refuse and then covering

it with a layer of earth for fortnight (when it will run into manure).

The Contractor shall, at his own expenses, carry out all instructions issued to him by the Client

to effect proper disposal of soil and other conservancy work in respect of the said work,

employees on the site. The Contractor shall be responsible for payment of any charge, which

may be levied by Municipal or Cantonments Authority of the Governement for execution of

such work on his behalf.

14.27 PROVISION OF SHELTER DURING REST :

At every work place, there shall be provided free of cost four suitable sheds, two for males and

two others for rest, separately for use of men and women labour. Height of each shelter shall

not be less than 3 meters from floor level to lowest part of roof. Shed shall be kept clean and the

space provided shall be on the basis of at least 0.5 Sq. Mt. per head.

14.28 CRECHES :

At a place at where 20 or more women workers are ordinarily employed, there shall be

provided at least one hut for use of children under the age of 6 years of such women. Huts shall

not be constructed of a standard lower than that of thatched roof, mud floor and walls with

wooden planks spread over a mud floor and covered with matting.

Huts shall be provided with suitable and sufficient openings for light and ventilation. There

shall be adequate provision of sweepers to keep the places clean. There shall be two Dais in

attendance. Sanitary utensils shall be provided to the satisfaction of local medical, health and

municipal or cantonment authorities. Use of huts shall be restricted to children, their attendants

and mothers of children.

Where the number of women workers is more than 25 but less than 50, the contractor shall

provide at least one hut, one Dai to look after children of women workers, size of crèche(s)

shall vary according to the number of woman workers employed.

Crèche(s) shall be properly maintained and necessary equipment like toys etc. provided.


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14.29 CANTEEN :

a) Cooked food canteen on moderate scale shall be provided for the benefit of workers

wherever it is considered necessary.

b) Planning, setting and erection of the above mentioned structures shall be approved by the

Client and the whole of such temporary accommodation shall at all times during the

continuance of the works be kept tidy and in a clean and sanitary condition to the satisfaction of

the Client at the Contractor's expenses. The Contractor shall confirm generally to satisfy

requirements of local medical, health and municipal or cantonment authorities and at all times

adopt such precautions, as may be necessary to prevent soil pollution of the site.

c) On completion of the works in full, such temporary structures shall be cleared away, all

rubbish burnt, excreta or other disposal pits or trenches filled in and effectively sealed off and

the whole of site left clean and tidy to the entire satisfaction of the Client at the contractor's

expenses.

14.30 ANTI-MALARIA PRECAUTIONS :

The Contractor shall, at his own expenses, conform to all anti-malaria instructions given to him

by the Client, including the filling up of any borrow pits which may have been dug by him.

14.31 ENFORCEMENT :

(i) The Inspecting Officer mentioned in prevailing para or any other officer nominated in this

behalf by the Client shall report to the Client all cases of failure comply with the provisions of

these rules either wholly or in part, specifying the penalties to be levied for such breach of these

rules, either wholly or in part, specifying the penalties to be levied for such breach of these

provisions.

(ii) The sum to be levied, as penalty shall, however, be fixed in accordance with the provisions

of Clause 12 (ii).

14.32 INTERPRETATION :

On any question as to the application, interpretations or effect of these rules and decision of the

Chief Labour Commissioner or Deputy Chief Labour Commissioner shall be final and binding.

14.33 EXHIBIT- I REGISTER OF WORKMEN

i) Name and Address of Contractor : ______________________________

ii) Number and date of the Contractor : ______________________________

iii) Name and Address of the

Department awarding the Contract : ______________________________

iv) Nature of Contract and Location

of Work : ______________________________

v) Duration of the Contract : ______________________________


166

Sr.

No.

Name and

Surname of the

Worker

Age and Sex Father’s / Husband’s

Name

Nature of

Employment /

Designation

1 2 3 4 5

Permanent

Home Address

of Employee

(Village,

District)

Present

Address

Date of

Commence

ment of

Employ

Ment

Date of

Terminati

on or

Leaving

of Emplo

yees

Signature or

Thumb

Impression of

the Employees

Remarks

6 7 8 9 10 11

14.34 EXHIBIT - II

EMPLOYMENT CARD

i) Name and Sex of the Worker : ______________________________

ii) Father’s / Husband’s Name : ______________________________

iii) Address : ______________________________

iv) Age and Date of Birth : ______________________________

v) Identification Marks : ______________________________

Particulars of next of kin – wife / husband and children’s, if any, or of dependent next of kin in

case the worker has no wife / husband or child.

Name :

Full Address of Dependents :

(Specify Village, District & State)


167

Sr.

No.

Name and Address of

Employer, Specify whether

Contractor or a sub-

contractor

Particulars of

Location of work-

site and description

of work done.

Total period which

employed during

From To

Actual

Number

Of Days

Worked

1 2 3 4 5 6

Leave Taken

(No. of days

should be

specified)

Nature of

work done by

the worker

Wage

period

Wage Rate

(with

particulars of

unit in case of

piece work)

Total wage

earned by the

worker

during the

period shown

under col. 5

Remark Signa-

ture of

the

Employe

r

7 8 9 10 11 12 13

Note: For a worker employed at one time on piece work basis and at another on daily wages,

relevant entries in respect of each type of employment should be made separately.


168

14.35 EXHIBIT - III :

REGISTER OF WAGES – CUM – MUSTER ROLL

i) Name and Address of the Contractor :

ii) No. and Date of the Contract :

iii) Name and Address of the

Department Awarding the Contract :

iv) Nature of Contract and

Location of Work :

v) Duration of the Contract :

vi) Wage Period :

SrNo Name &

Surname

of the

Worker

Father’s /

Husband’s

Name

Sex Designatio

n Nature of

Work

Daily

Attendance

(No. of Units

Worked 1, 2,

3, 5,6,7 up to

31)

Total

Unit

Attenda

nce

1 2 3 4 5 6 7 8

Fair Wages Wage Paid Overtime Worked

Payable

basic other

allowance

D.A. Basic D.A. &

other

allowanc

es

Date No. of

Hours

Overtime

Earned

Total

Wages

Paid

9 10 11 12 13 14 15 16


169

Deductions from wages Net

Wages

Date of

pay-ment

Signa-

ture or

Thumb

Impre-

ssion of

the

worker

Re-marks

Fines Deduct

ion for

Damag

e or

Loss

House

Rent

Recove

ry of

Advan

ce

Other

Dedu

ction

s

17 18 19 20 21 22 23 24 25

• Reasons to be recorded in Column 25.

14.36 EXHIBIT – IV :

WAGE SLIP

i) Name of the Contractor : -------------------------------------

ii) Place : -------------------------------------

(1) Name of Worker with

Father’s / Husband’s Name: -------------------------------------

(2) Nature of Employment : -------------------------------------

(3) Wage Period : -------------------------------------

(4) Rate of Wages Payable : -------------------------------------

(5) Total Attendance / Units of

Work Done : -------------------------------------

(6) Dates on which overtimes

Worked : -------------------------------------


170

(7) Overtime Wages : -------------------------------------

(8) Gross Wages Payable : -------------------------------------

(9) Total Deductions (Including

Nature of Deductions) : -------------------------------------

(10) Net Wages Payable : -------------------------------------

Tenderers Signature / Thumb Employee’s Signature / Thumb

Impression Impression


171

15. SAFETY CODE 15.01 SCAFFOLDING :

Suitable scaffolds shall be provided for workmen for all kinds of work that can not be safely

done from the ground or from solid construction except such short period work as can be done

safely from ladders. When a ladder is used, an extra l workman shall be engaged for holding the

ladder and if the ladder is used for carrying materials as well, suitable footholds and handholds

shall be provided on the ladder and the ladder shall be given an inclination not steeper than 1 to

4. (1 horizontal and 4 vertical).

Scaffolding or staging more than 3.25 meters above the ground or floors, swing or suspended

from an overhead support or erected with stationary support, shall have a guard rail properly

attached, bolted, braced and otherwise assured at least one meter high above the floor or

platform of such scaffolding or staging and extending along the entire length of the outside and

ends thereof with only such openings as may be necessary for the delivery of materials. Such

scaffolding or staging shall be fastened in such a manner, so as to prevent it from swaying from

the building or structure.

Working platform, gangways and stairways shall be so constructed that they do not sag unduly

or if more than 3.25 meters above ground level or floor level, it shall be closely boarded, have

adequate width and be suitably fenced as described in 2 above.

Providing suitable fencing or railing with a minimum height of 1 meter, which shall provide

every opening in the floor of a building or in a working platform with suitable protection to

prevent fall of persons or materials.

Every opening in the floor of a building or in a working platform shall be provided with suitable

protection, to prevent the fall of persons/workmen or materials, by providing suitable fencing or

railing with minimum height of 1 (one) meter.

Safe means of access shall be provided to all working platform and other working places. Every

ladder shall be securely fixed. No portable single ladder shall be over nine (9) meters in length,

and the width between side rails in & around the ladder shall in no case be less than 309 (three

hundred and nine) cm. for ladders up to and including 3 (three) meters in length. For longer

ladders, this width shall be increased by at least 6 (six) mm for each additional 30 cm of length.

Uniform step spacing shall not exceed 30 (thirty) cm. of length.


172

Adequate precautions shall be taken to prevent any kind of danger arising from the use of an

electrical equipment. No materials on any of the sites shall be stacked or placed in a manner, so

as to cause danger or inconvenience to any person or the public. The Contractor shall provide all

necessary fencing and lights to protect the public from accidents, and shall be bound to bear the

expenses of defense of every suit, action or other proceedings to any such person or which may

with the consent of the contractor, to be paid to compromise any claim by any such person. at

law that may be brought by any person for injury sustained owing to neglect of the above

precaution and to pay any damages and costs which may be awarded in any such suit action. or

proceedings to any such person or which may with the consent of the contractor, to be paid to

compromise any claim by any such person.

15.02 EXCAVATION AND TRENCHING :

Adequate precautions shall be taken to prevent any kind of danger arising from the use of an

electrical equipment. No materials on any of the sites shall be stacked or placed in a manner, so

as to cause danger or inconvenience to the Client, any third person or the public. The Contractor

shall provide all necessary fencing and lights to protect the public/employees/third part/Client

from accidents. The Contractor shall be liable in the event of any accident caused on account of

its negligence/omission (including its employees/workmen)

for following the safety code mentioned herein. The Contractor shall indemnify the Contractor

against all/any claims arising from such negligence/omission and shall be bound to bear the cost

of litigation, including attorney fees, . and the costs which may be awarded in any such suit

action or proceedings to any affected person by a competent court or tribunal. It is hereby

clarified that the Contractor shall be liable to settle all claims arising out of any

accidents/damage arising out of the aforesaid.

15.03DEMOLITION :

Before any demolition work is commenced and also during the process of the work:

(a) All roads and open areas adjacent to the work site shall either be closed or be suitably

protected.

(b) No electric cable or apparatus which is liable to be a source of danger and/or a cable or

apparatus used by operator shall remain electrically charged.

(c) All steps as per applicable industry standards shall be taken to protect the personnel

employed, from the risks, including but not limited to fire, explosion and flooding. No floor,

roof or other part of a building shall be overloaded with debris of materials, so as to render it

unsafe.


173

All necessary personal safety equipment, as considered adequate by the Client, shall be

available for use of persons employed on the site and shall be maintained in a condition suitable

for immediate use and the Contractor shall take adequate steps to ensure proper use of

equipment by those concerned.

(a) Workers employed on mixing asphalting materials, cement and lime mortars concrete shall

be provided with protective footwear and protective goggles, as per applicable industry

standards

(b) The workers engaged in handling any materials, which are injurious to eyes should be

provided with protective goggles, as per applicable industry standards.

(c) The workers engaged in welding works shall be provided with welder's protective eye-

shields, as per applicable industry standards.

(d) Stonebreakers shall be provided with protection goggles and protective clothing, as per

applicable industry standards and shall be seated at sufficiently safe intervals.

(e) When the workers are employed in sewers and manholes which are in use, the Contractor

shall ensure that manhole covers are opened and manholes are ventilated at least for an hour

before such workers are allowed to get into them. Manholes opened shall be cordoned off with

suitable railing and shall be provided with warning signals or boards to prevent accidents to

public. There should be proper lighting arrangements in the manhole.

(f) The Contractor shall not employ personnel below the age of 18 years and women on the

work of painting with products containing lead in any form. Wherever men above the age of 18

years are employed on the work of lead painting the following precautions shall be taken.

(i) No paint containing lead or lead product shall be used except in the form of a paste or

readymade paint.

(ii) Suitable face masks, as per applicable industry standards shall be supplied for use by

workers when paint is applied in the form of spray or a surface having lead paint is dry rubbed

and scrapped.

(iii) Overall shall be supplied by the Contractor to workmen and adequate facilities shall be

provided to enable working painters to wash themselves during and after the cessation of work.

(g) When any work is done near a place wherein there exists a risk of work drawings and all

necessary equipment shall be provided and kept ready for use and all necessary steps taken for

prompt rescue of any person in danger and adequate provision made for prompt first aid

treatment of all injuries likely to be sustained during the course of the work.


174

Use of hoisting machines and shackle including their attachments, anchorage, supports shall

conform to the following:

a) (i) These shall be of good mechanic construction, sound materials and adequate strength and

free from any potent defects and shall be kept in a good repair and working order.

(ii) Every rope used in hoisting or lowering materials or as a means of suspension shall be of

durable quality and of adequate strength, and shall be free from any potent defects.

(b) Every crane driver or hoisting appliance operator shall be qualified as per the desired

requirements and no person under the age of 21 years shall be in charge of any hoisting machine

including any scaffolding.

(c) In case of every hoisting machine and every chain ring, hook, shackle, newel and pulley

block used in hoisting or lowering or as means of suspension, safe working load shall be

ascertained by adequate means. Every hoisting machine and all gear referred to above shall be

plainly marked with safe working load.

In case of a hoisting machine having variable safe working load, each safe working load and the

conditions under which it is applicable shall be clearly indicated. No part of any machine or any

gear referred to above in this paragraph shall be loaded beyond safe working load except for the

purpose of testing.

(d) In case of departmental machines, safe working load shall be notified by the Client. As

regards contractor's machines, the Contractor shall notify the safe working load of each machine

to the Client, whenever he brings it to site of work and get it verified by the Client.

Motors, gearing, transmission, electric wiring and other dangerous parts of hoisting appliances

shall be provided with such means as will reduce the minimum risk of accidental descent of

load. All precautions shall be taken to minimize the risk of any part of a suspended load

becoming accidentally displaced, when workers are employed and so as to prevent injury/death

of any worker and/or third party. At any electrical installations, which are already energized,

insulated clothing materials such as gloves, sleeves and coats, shoes, helmets as may be

necessary, shall be provided by the Contractor after due approval of Client. It shall be ensured

that workers do not wear any kind of rings, watches and/or carry keys or other materials, which

are good conductors of electricity.

All scaffolds, ladders and other safety devices mentioned or described herein shall be

maintained in a safe condition and no scaffold ladder or equipment shall be altered or removed

while it is in use. Adequate and separate washing facilities shall be provided at, or near places of

work for men and women workmen.


175

The work shall be done in such a manner so that no nuisance, annoyance or damage is caused to

the Client or any third party or structure, or in any manner prejudicial to the Site itself..

These safety provisions shall be brought to the notice of all workmen and all those concerned by

putting up a legible notice in the language that would be understood by the workmen and the

concerned parties, on a notice board at a prominent place at the Site. Persons responsible for

ensuring compliance with the safety code shall be named therein by the Contractor.

(i) To ensure effective enforcement of the rules and regulations relating to safely precautions,

arrangements made by the Contractor shall be open to inspection by the Client or its authorized

representatives and the inspecting officers. In the event of the Client or its authorized

representatives and the inspecting officers, noticing any default with regard to the aforesaid, the

same, shall be brought to the notice of the Contractor or its authorized representative and the

same shall accordingly be modified by the Contractor or its authorized representative, as

directed by the Client or its authorized representatives and the inspecting officers

(ii) Failure to comply with the provision hereunder shall make the Contractor liable to pay to the

Client as penalty an amount not exceeding Rs. 50/- (Rupees fifty) for each default and the same

shall be payable upto the date the said modification is effected and accepted by the Client. The

decision of the Client shall be final and binding in this regard.


176

16. FORM NO. I TO V

16.01 FORM NO. I - DETAILS OF LIST OF WORKS IN HAND AS ON SUBMISSION OF TENDER :

I-(A) WORKS IN HAND

Sr. No.

Name of the work

Agreement No.

Tendered Amount

Date of commencement

Stipulated date of Completion

Value of work already done (Rs. in lakhs)

Details

Value of balance work (Rs. in lakhs)

Details Value of balance work to be done

during this contract period.

Details Probable date of

completion

Remarks.

1 2 3 4 5 6 7 8 9 10 11 12 13 14

Note: - Any wrong information / misinformation in this regard would invite disqualification and legal action. Works in hand shall be supported by certificate issued by agency / authority. It also includes private work if any.


177

16.02 FORM NO. I - DETAILS OF LIST OF WORKS TENDERED

I-(B) WORKS TENDERED Sr. No.

Name of the work Name and address of the client

Tendered Amount Rs. In lakhs

Time Limit probable date when decision expected Other relevant date if any

1 2 3 4 5 6 7

Note:- Any wrong information / misinformation in this regard would invite disqualification and legal action.


178

16.03 FORM NO. II - LIST OF PLANT AND MACHINERY IMM EDIATELY AVAILABLE WITH THE TENDERER FOR THIS WORK -

Sr.No. Name of equipment No. of Units Kind and Make Capacity Age and Condition Present location Remarks



179

16.04 FORM NO. III - DETAILS OF WORK SIMILAR TYPE A ND MAGNITUDE CARRIED OUT BY CONTRACTOR DURING LAST FIVE YEARS i.e. FROM ------ to -----------.

Sr.No. Name of work

Name and Address of the organisation for whom the work was done

Place and Country

Agreement No.

Date of commencement

Tendered cost

Total cost of work done

Date of completion

Principle Features & Built up area (sq.mtr.)

1 2 3 4 5 6 7 8 9 10



180

16.05 FORM NO. IV - DETAILS OF TECHNICAL PERSONS AV AILABLE WITH THE CONTRACTOR SINCE FIVE YEARS.

Sr. No.

Name of Personnel with age

Designation Qualifications Whether working in field or office

Experience of execution of similar work

Length of service of the persons who is working with the tenderer (in Years)

Remarks

1 2 3 4 5 6 7 8

Note:- 1.Any wrong information / misinformation in this regard would invite disqualification and legal action. 2.Project incharge from technical person shown in above table shall be available on site of work during execution.


181

16.06 FORM NO. V - STATEMENT SHOWING PAYMENT RECE IVED (i.e. RECEIPT) IN ALL CLASSES OF

CIVIL ENGINEERING CONSTRUCTION WORKS DURING LAST TH REE YEARS.

Amount received for the work done during each of last three years.

Sr. No.

Name of Work

Name of Client and Address

Amount put to tender / tendered cost.

Agreement No.

Date of Commencement

Type and Nature of Work

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

Amount of work still remaining to be executed.

Expected date of completion.

1 2 3 4 5 6 6 7 8 9 10

1

2

3

4

5

6

7

Grand Total

Note:- 1. Any wrong information / misinformation in this regard would invite disqualification and legal action.

2.Form shall be certified by the Charter Accountant.


182

17. STANDARD FORMAT

17.01 DECLARATION OF THE CONTRACTORS :

(On Stamp Paper Rs.100/-)

I / we______________________________________________ hereby solemnly affirm and

declare that, I / we have made myself / ourselves thoroughly (conversant with the local laws,

local conditions, such as soil/ sub soil strata, topography, regarding availability of all materials

such as, stones, murum, sand, bricks, metal, cement, steel water and all other requisite matters.)

and availability of skilled & unskilled labour on which, I / we have based my / our rates for this

work. The drawings, specifications, conditions and materials required for this work have been

carefully studied and understood by me / us before submitting this Tender. I / we undertake to

use only such materials which are recognized to be of the best quality by the appropriate

industrial standards and which shall be duly approved by the Gopinath Patil Parsik Janata

Sahakari Bank Ltdi.e. Client, or its duly authorized representative in writing before the

commencement of any “Work” as mentioned in the Tender and to abide by the decision of the

Client in all respects and at all times.

Solemnly affirmed at ________ )

On this ____ day of ______ 2012) (Signature of the Contractor)

Identified by

Signature of the Advocate


183

17.02 INDEMNITY BOND :

(On Stamp paper Rs. 200/-)

This Indemnity Bond is made on this ______day of _____, 2012 by M/s_______ a

company/partnership firm/sole proprietor having their registered office at_______________,

(hereinafter referred to as the “Contractor”) in favour of Gopinath Patil Parsik Janata Sahakari

Bank Ltd, Mumbai, having its registered office at _________(hereinafter referred to as the

“Client).

WHEREAS :

The Contractor and the Client have entered into an agreement dated ________for _______

NOW THIS DEED WITNESSETH THAT:

a) The Contractor does hereby covenant with the Client that the Contractor will indemnify and

keep indemnified the Client (and each of the officers, directors, employees, advisors and

Affiliates) for any action, suit, litigation or claim of any nature whatsoever made by any person

of any nature whatsoever in respect of the work done by the Contractor by virtue of any act of

commission or omission of the Contractor.

b) The Contractor agrees to compensate the Client against any loss; costs, charges and

expenses including including attorney fees, that the Client may incur or suffer on account of

such action, suit, litigation claim or any dispute.

c) The Contractor shall also indemnify the Client (and each of the officers, directors,

employees, advisors and Affiliates) for making good any claim/penalty/loss or damages,

including costs (including counsel fees and legal cost) thereof, in respect of any breach or

violation of any provisions of any law, including labour laws governing the employees of the

Contractor. In case of any failure to make good the above/any losses/expenses to the Client, the

same shall be deducted from the amounts to be paid to Contractor, as per the bills raised, or may

be deducted from the security deposit or from any payments to be made to the Contractor under

the aforesaid Agreement.

d) The Contractor shall be solely indemnify the Client (and each of the officers, directors,

employees, advisors and Affiliates), from costs or liabilities, arising therefrom (including

counsel fees and legal cost) for any claims, against the client for any accidents, injuries, death

and/or damages caused to any individual/s and/or property of any third party, due to negligence

of the Contractor or its employees, during performance of their duties under the Agreement.


184

Dated this______ day of_____________

IN WITNESS WHEREOF the Contractor hereto have hereunto set and subscribed their

respective hands the day and the year hereinabove written.

SIGNED, SEALED AND DELIVERED by the withinnamed Contractor:

Mr._________

(1)____________________________

in the presence of

(1) ___________________________ ________________

(2) ____________________________

17.03 FORM OF BANK GUARANTEE BOND :

(On stamp paper of Rs. 0.20% of the amount of bank guarantee)

In consideration of the Gopinath Patil Parsik Janata Sahakari Bank Ltd, Navi Mumbai

(hereinafter referred to as “Client") having agreed to exempt ------------------------------------------

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

---------------------------------------------------------------------------- (hereinafter referred to as

““ Contractor”) from depositing with the Client, in cash the sum of Rs. ------------------------------

- (Rupees :-------------------------------------------------------------------- only) being the amount of

security deposit payable by the Contractor to the Client under the terms and conditions of the

Agreement (hereinafter referred to as “Agreement”) dated the ------------------------ day of --------

--------------------------- 200 and made between the Client and the Contractor for -----------------

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

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

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

------------------------ as security for the due observance and performance by the Contractor of the

terms and conditions of the said Agreement, on the Contract furnishing to the Client, a

Guarantee in the prescribed form of a Nationalized Bank / Multi-State Scheduled Bank in India,

being in fact these presents in the like sum of Rs.----------------- (Rupees ---------------------------

---------------------------------------------- only). We -------------------------------------------------------


185

Bank / Limited registered in India under ---------------------------------------- Act and having one

of our local head offices at ----------------------- do hereby :

1. Guarantees the Client :

a) Due performance and observance by the Contractor of the terms covenants and

conditions on the part of the Contractor contained in the said Agreement.

b) Due and punctual payment by the Contractor to the Client of all sums of money

including but not limited to any and all losses, damages, costs, charges, penalties and

expenses arising out of the default of the Contractor in respect to the said Agreement.

2. Undertake to pay the Client on demand and without demur the entire amount of the

claim but with a maximum of the guarantee amount, within (72) seventy two hours of such

claim being made by the Client and notwithstanding any dispute or disputes raised by the

Contractor(s) in any suit or proceeding filed in any court or Tribunal or pending arbitration

relating thereto the said sum of Rs. ----------------------------------------- (Rupees ---------------------

--------------------------------------------------------------------------- only)

Our guarantee hereunder being absolute and unequivocal we agree that:

a) The guarantee herein contained shall remain in full and effect during the subsistence of

the said Agreement and that the same shall continue to be enforceable till all the dues of

the Client under or by virtue of the said Agreement(s) have been duly paid and its

claims satisfied or discharged and till the Client certifies that the terms and conditions

of the said Agreement have been fully properly carried out by the Contractor and all

financial claims of the Client are met in full.

b) We shall not be discharged or released from the liability under this Guarantee by

reasons of :

i) Any change in the constitution of the Bank or of the Contractor, or

ii) Any arrangement entered into between the Client and the Contractor with or without

our consent;

iii) Any forbearance or indulgence shown to the Contractor;

iv) Any variation in the terms covenants or conditions contained in the said Agreement;

v) Any time given to the Contractor, or

vi) Any other conditions or circumstance under which, in law, a surety would be

discharged.


186

c) Our liability herein under shall be joint and several with that of the Contractor as if we

were principal debtors in respect of the said of Rs.----------------------------------------------

---------------(Rupees ----------------------------------------------------------------------------

only) and

d) We shall not revoke this guarantee during its currency except with the previous consent

in writing of the Client.

IN WITNESS WHEREOF the common seal -------------------------------------------- has

been here into affixed this --------------------------------------------------------------------------

--------------------- day of ------------------------------------------------20---

The common seal of -------------------------------------------------------------------- was

pursuant to the resolution of the Board of Directors of the Company dated the ------------

------- day of ----------------------------------- 20— herein affixed in the presences of -------

--------------------------------------------------------------- who, in token thereof, have here to

set their respective hands in the presence of :

1)---------------------------------------------------------------------

2)---------------------------------------------------------------------


187

17.04 GUARANTEE BOND FOR ANTITERMITE / WATER PROO FING TREATMENT :

(On stamp paper of Rs. 200) (Model Performa)

Dated: -

To,

The Gopinath Patil Parsik Janata Sahakari Bank Lt,

Koperkhairane Navi Mumbai,400070.

Subject. :

Construction Of Bank Building On Plot No. 80,Sector 05 Koperkhairane, Navi Mumbai. .

Sir,

I/We --------------------------------------------------------------- have executed and completed the

work of Anti-termite / Water Proofing Treatment (hereinafter referred to as “treatment”) for

Building No.-------------- on ------------- date.

I/We hereby guarantee that, the treatment shall be valid for a period of seven (7) years

(hereinafter referred to as the “Guarantee Period”) immediately commencing from the date of

completion of building as aforesaid. In the event of any defaults arising during the Guarantee

period I/ We will immediately rectify all such defects at our own cost to the enture satisfaction

of the Gopinath Patil Parsik Janata Sahakari Bank Ltd(hereinafter referred to as “Corporation”).

However, in case the efforts to rectify the same are not initiated by us within two (2) days from

the knowledge of the occurrence of such defects, the Corporation reserves the right to rectify

such defects and recover the entire cost of the same from us.

I/We undertake to pay such cost, without demur to the Corporation within five (5) days from

the demand for such amount, in the manner as shall be directed by the Corporation.

However, in case efforts to rectify the same are not initiated by us within two (2) days from the

knowledge of the occurrence of such defects, the Corporation shall rectify such defects and

recover the entire cost of the same from us.

I/We undertake to pay such cost, without demur to the Corporation within five (5) days from

the demand for such amount, in the manner as shall be directed by the Corporation.

The aforesaid guarantee can be enforced within three (3) years of the expiry date of the

guarantee, i.e after seven (7) years from the date of execution.

Signature of Contractor


188

17.05 CHECK LIST FOR FINAL BILL PROCESSING :

Name of work: Construction GP Parsik Bank At Koparkhairne, Dist. Thane. Sr.No Particulars Information In the

form of Yes/No Remarks

A) Technical 1 Whether as built drawing is submitted by the

contractor ?

2 Whether the project is completed within stipulated time period ?

3 Whether structural stability certificate is submitted by sub consultant of Architect cum PMC ?

4 Whether water supply completion certificate is submitted by sub consultant of Architect cum PMC?

5 Whether drainage completion certificate is submitted by sub consultant of Architect cum PMC?

6 Whether electrification completion certificate is submitted by sub consultant of Architect cum PMC?

B) Finance 7 Whether water proofing guarantee is submitted by

the contractor ?

8 Whether antitermite guarantee is submitted by the contractor ?

9 Whether all other required guarantees in respect of fixtures such as electrical (eg. lights, transformer, fans) are submitted by the contractor ?

10 Whether requisite security deposit is recovered from contractor ? i.e. 1 % of tender value in the form of BG 1 % of tender value from R.A. Bills

11 Whether penalty (if applicable) is recovered from contractor ?

12 Whether excess / saving statement (if any) is finalized ?

13 Whether no due certificate is submitted by contractor ?

C) Clearance 14 Whether occupancy certificate is obtained ?

15 Whether requisite procedure for transferring the building on site register completed ?


189

17.06 CHECK LIST FOR HANDING OVER OF THE PROJECT :

Name of work: Construction GP Parsik Bank At Koparkhairne, Dist.Thane. Sr. No.

Particulars Information In the form of

Yes/No

Remarks

A) Technical 1 Whether water connection is obtained ?

3 Whether Sewage Connection is obtained ?

5 Whether sanitary fixtures are working ?

6 Whether external colour is as per PHC’s approval ?

7 Whether landscape is as per PHC approval ?

8 Whether infrastructure works such as Road, GSR, ESR, Storm water drain, Compound wall, etc. are completed in all respect ?

9 Whether inventory of whole project is completed ?

10 Whether all work is executed as per approved drawings ?

11 Whether completion certificate is submitted by Architect cum PMC / Contractor / their sub consultant

B) Clearance 12 Whether Occupation certificate is obtained ? 13 Whether Fire fighting NOC is obtained ? 14 Whether Lift NOC is obtained ?

conditions, specifications & schedule of contract

Documents