KERALA MEDICAL SERVICES CORPORATION LIMITED Karunagapally final.pdf · The Kerala Medical Services Corporation Limited - KMSCL (Tender Inviting Authority) is a fully owned Government

KMSCL: Tender for Construction of KCP outlet THQH, Karunagapally 1

KERALA MEDICAL SERVICES CORPORATION LIMITED

(Dept. of Health & Family Welfare, Govt. of Kerala)

Thycaud P.O, Thiruvananthapuram,

Kerala - 695 014

TENDER DOCUMENT

For

Construction of Karunya Community Pharmacy outlet at THQH,Karunagapally

( KMSCL /Projects/T/005/2013-14)

Name of Tenderer :

Address :

Signature of Tenderer :

Last date and time for the receipt of Tender:

Up to 2.00 Pm on 10/06/2013

11.00 am; 13/09/2010

Date of opening of bid: At 2.30 Pm on 10/06/2013 02.30 pm; 13/09/2010

NOT TRANSFERABLE

For details;

www.kmscl.kerala.gov.in

E-mail: [email protected]


INDEX Sl.

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DESCRIPTION

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1. SECTION – I INTRODUCTION 3

2. SECTION – II NOTICE INVITING TENDER 4

3. SECTION – III MINIMUM ELIGIBILITY CRITERIA OF TENDERS 6

4. SECTION – IV INSTRUCTIONS OF TENDERERS 7

5. SECTION – V GENERAL CONDITIONS OF CONTRACT 17

6. SECTION – VI SPECIAL CONDITIONS OF CONTRACT 36

7. SECTION – VII TECHNICAL SPECIFICATION 47

8. ANNEXURE – I DECLARATION BY TENDERER 76

9. ANNEXURE – II AGREEMENT 77

10. ANNEXURE – III BANK GUARANTEE FORMAT 80

11. ANNEXURE – IV CHECK LIST 82

12. ANNEXURE – V GENERAL INFORMATION ABOUT THE TENDERER 83

13. ANNEXURE – VI PROFORMA FOR PRE QUALIFICATION OF CONTRACTOR 85

14. ANNEXURE – VII POWER OF ATTORNEY 86

15. ANNEXURE-VIII SCHEDULE OF QUANTITIES AND RATES 87


SECTION I

INTRODUCTION

1.1. The Kerala Medical Services Corporation Limited - KMSCL (Tender Inviting

Authority) is a fully owned Government of Kerala company set up in 2007 for

providing services to the various health care institutions under the Department

of Family Welfare and Health. One of the key objectives of the KMSCL is to

act as the central procurement agency for all essential drugs and distribute to

health care institutions under the health department.

1.2. The scope of work include Setting up KCP outlets which include all the civil

activities like Earthwork excavation, Foundation ,Superstructure, Truss work

,Roof sheet ,Flooring ,finishing work, Plumbing works ,all electrical works,

networking and all allied works for setting up pharmacy out lets.

1.3. Every paise spend by the corporation is public money and hence

accountable. Therefore, each and every contractor guarantee to all the works

under this tender and the performance of the works by the Corporation have

to be given paramount importance. Corporation will be dealing with defaulters

in these fronts with a firm hand, which may lead to black listing and recovery

of damages.

Looking forward for a long standing relation with you.

Best wishes,

Sd/-

Date: 30/05/2013 Managing Director, KMSCL

& Tender Inviting Authority


SECTION II

NOTICE INVITING TENDER

Tender No:KMSCL/Projects/T/005/2013-14

Sealed Tenders under One Cover system (Cover I Prequalification and Technical

bid, Price bid) are invited from Eligible contractors for the following work.

Name of work - Construction of Karunya Community

Pharmacy outlet at THQH ,Karunagapally

Probable amount of contract - Rs: 19,21,767/-

Period of completion - 60 days.

Earnest Money Deposit - Rs: 48,100/-

Tender Fee - Rs: 3,045/-(inclusive of 5% VAT)

Date of Sale of Tender documents - From 10.00 am on 31/05/2013.

Last date of submission of Tender - 02.00 PM on 10/06/2013.

Date of opening of Prequalification

and Technical bid, Price bid - 02.30 PM on 10/06/2013.

Firm period of the Tender - 120 days


Sale of Tender Documents

Sealed and super scribed percentage rate tenders are invited by KMSCL are

invited from experienced contractors having experience in working with modern

building especially with all type of finishing and materials in CPWD/State

PWD/MES/Railways/PSUs. Tenders are invited by KMSCL from eligible Contractors

possessing registration in CPWD, State PWDS, Government Undertakings for

executing this work. A certified copy of the Contractor’s License shall be enclosed

with the Tender.

Tender documents can be had from the office of the under signed during office hours

on payment towards tender fee as cash or DD in favour of The Managing Director

,Kerala Medical Services Corporation Ltd. at any Nationalized/Scheduled bank in

Thiruvananthapuram.

Tender Documents can also be down loaded from our website

www.kmscl.kerala.gov.in.Those who download it shall remit the tender fee as cash or

DD and the cash receipt/DD shall be enclosed with the tender document in cover.

http://www.kmscl.kerala.gov.in/


SECTION III

Minimum Eligibility Criteria of Tenders

1. The Contractor having executed at least two jobs of similar of not less than

Rs.10 lakh each during last three years are eligible for participation in the

tender (satisfactory completion certificate from the Client for the work done

should be submitted along with the application for issue of tender

document).

2. Contractor should possess appropriate class of contractor’s license for

executing the work.

3. Joint venture consortium is not allowed.


SECTION IV

INSTRUCTIONS TO TENDERERS

1a. Tenderers are strongly advised to go through all the documents in

connection with this contract very carefully. The tender documents can be

obtained from the office of: Kerala Medical Services Corporation Ltd, Thycadu

P.O,Thiruvananthapuram-14 on cash payment of Rs:3,045/- including taxes

(non-refundable).

1b. Sealed Tenders (pre-qualification cum Technical bid and priced bid)

superscribed with the tender number and the opening date should be

deposited in the office of the Kerala Medical Services Corporation Ltd,

Thycadu P.O,Thiruvananthapuram-14 before 02.00 PM on 10/06/2013.

Any tender received after the due time will be rejected.

Procedure for submission and opening of tenders.

Tenderer shall submit their offer in sealed envelop. Envelope to be addressed

and superscribed “Prequalification cum techno-commercial bid”, and

containing the pre-qualification documents with the name of work and

address of the tenderer in the prescribed form along with supporting

documents duly filled in and signed on all pages and the details asked for, for

pre-qualification and the Main Tender Document, Financial implications of

conditions if any the contractor has included in the prequalification bid may

be loaded with the price quoted for comparison of bids. The decision of the

KMSCLwill be final and binding on the contractor in this respect.

Bidders shall also enclose the following documents in to be “PRICE BID”

containing the Schedule of items and rates and price bid duly filled in, in

the manner specified in tender schedule duly signed on all pages.

Envelope duly sealed and indicating Tender number, the name and address

of the tenderer and to be addressed and super scribed “Offer for the Tender

for Construction of Karunya Community Pharmacy outlet at

THQH,Karunagapally”and should be deposited in the office of the Kerala

Medical Services Corporation Ltd, Thycadu P.O,Thiruvananthapuram-14,”

1c. Prequalification cum price bids will be opened in the presence of

contractors or their authorised representatives who are present at the office of

KMSCL at 02.30 PM on 10/06/2013.The bids of those contractors who have

submitted EMD will be considered for further evaluation.. These contractors

shall have to submit if requested by KMSCL, additional details/clarifications

on technical/commercial matters, in order to bring all bids to the same

technically and commercially acceptable level. The price bids of those


contractors who meet the minimum pre-qualification criteria shall be opened

at the office of the Managing Director, KMSCL, Thycaud PO,Trivandrum on a

date to be notified later to the eligible tenderers.

1d. After the public opening of the tenders, the information relating to the

examination, clarification, evaluation and comparison of tenders and

recommendations concerning the award of contract shall not be disclosed to

the tenderers and other persons not officially concerned with such process.

1e. Prior to the expiry of the period of validity of the tender the KMSCL will notify

the successful tenderer in writing by registered letter that his tender has been

accepted. This letter (herein after referred as letter of acceptance) shall

name the sum which KMSCL will pay to the contractor in consideration of

the execution, completion, operation, maintenance and guarantee of the

works by the contractor as specified by the contract (herein after called the

contract price). This letter of acceptance will constitute the formation of a

contract.

2 Tenders not properly filled, mutilated with incorrect calculations or generally

not complying with the conditions may be rejected.

3. For percentage rate contract only a single rate as an overall percentage above

or below or at the rate given in the schedule by a single entry at the bottom of

the schedule in letters and figures under the head quoted rate, shall be made.

The overall percentage rate accepted and specified in the agreement shall not

be varied on any account whatever.

4. If the tender is made by an individual it shall be signed with his full name and

his complete address shall be given. If it is made by partnership firm it shall be

signed with the co-partnership name by a member of the firm who shall sign

his own name and give the name and address of each partner of the firm and

attach a copy of 'Power of Attorney' with the tender authorising him to sign

on behalf of the other partners. A certified copy of the ‘Registered Partnership

Deed’ shall also be submitted along with the tender. In case the tender is

made by or on behalf of a company incorporated under the Companies Act,

1956, it shall be signed by the Managing Director or by one of the Directors

duly authorised on this behalf and shall include a copy of the 'Power of

Attorney' with the tender. A certified copy of the registered deed shall also be

submitted along with the tender. The tender should be in a sealed cover.

2.0. PARTIAL SERVICES

2.1. In case where the Tenderer performs partial services for any reasons, including

the abandonment, deferment, substitution or omission of the project and / or

works, or part thereof, or if the services of the Tenderer are terminated, the

settlement in respect of services performed shall be as per General Condition


of Contract. There is no option for delivery partial services as it is the bound

duty of the Tenderer to complete the project and hand over the same in full.

3.0 APPROVALS

3.1 The tenderer has the complete responsibility to obtain all the Statutory

Approvals from various authorities from the commencement of work to the

final commissioning. Approval required from Electrical Inspectorate, KSEB,

Fire & Rescue Department, Pollution Control Board, Explosive, Local Self

Government and all types and kind of any approvals needed for the complete

cycle of construction has to be obtained by the tenderer.

4.0 CLARIFICATION OF BIDDING DOCUMENTS

A prospective Bidder requiring any clarification of the bidding documents may

notify the Employer in writing. The Employer will respond to any request for

clarification received earlier than 7 days prior to the deadline for the

submission of Bids. Copies of the Employer's response will be forwarded to all

tenderers of the tender, including a description of the inquiry but without

identifying its source.

The general information on the project may be found from the tender

document. The information is only indicative. The tenderers are required to

visit the site of construction and familiarize themselves with the site conditions,

nature of substrata, availability of construction materials, etc., before quoting.

The drawings, conditions of contract, schedule of quantities and the

specifications may be carefully studied before they offer their prices. No

claims for extra compensation over and above the quoted rates will be

entertained by KMSCL on the ground that the tenderer have misjudged site

conditions, nature of substrata, tender conditions or any item of tender.

If the tender is made by an individual it shall be signed with his full name and

his complete address shall be given. If it is made by partnership firm it shall be

signed with the co-partnership name by a member of the firm who shall sign

his own name and give the name and address of each partner of the firm and

attach a copy of 'Power of Attorney' with the tender authorising him to sign

on behalf of the other partners. A certified copy of the ‘Registered Partnership

Deed’ shall also be submitted along with the tender. In case the tender is

made by or on behalf of a company incorporated under the Companies Act,

1956, it shall be signed by the Managing Director or by one of the Directors

duly authorised on this behalf and shall include a copy of the 'Power of

Attorney' with the tender. A certified copy of the registered deed shall also be

submitted along with the tender. The tender should be in a sealed cover.


5. EMD/SECURITY DEPOSIT/RETENTION MONEY

A. E.M.D

Earnest Money Deposit is Rs: 48,100/- in the form of crossed demand draft

in favour of The Managing Director, Kerala Medical Services Corporation Ltd.

at any Nationalized bank in Thiruvananthapuram.

E.M.D of the unsuccessful tenders will be refunded without any interest on

finalization of contract with the successful tenderer or on the expiry of the

validity period whichever is earlier.

E.M.D. may be forfeited.

i. If a bidder withdraws his bid during the period of validity specified.

ii. If the successful bidder fails within the time limit to sign the contract document

or fails to furnish the required security deposit.

B. SECURITY DEPOSIT:

The successful tenderer will deposit an amount equal to 5% of the awarded

contract value in the form of Bank guarantee from Scheduled /Nationalized

Bank and valid for the entire period of construction plus liability period 12

months within Ten days of the award of the work.

E.M.D. will be refunded to the contractor after remittance of the security and

execution of the agreement. The SECURITY DEPOSIT will be refunded to the

contractor after the Liability Period.

C. Retention Money at the rate of 10% of the value of work done for each

running bill will be deducted from part bills until such time as the cumulative

total of such deductions (herein referred to as the Retention money) shall

amount to 10% of the contract price named in the letter of acceptance. When

the cumulative amount of retention money has reached 5% of the contract

price, one half of the retention money recovered ( ie 2.5% of contract price)

will be released against a Bank Guarantee issued by a Nationalized bank for

the same amount, in a format approved by the KMSCL. This Bank guarantee

shall remain valid till completion of the work as defined in the conditions of

Contract. Upon completion and issue of certificate of completion of work,

25% of total Retention Money ( ie 2.5% of contract price) will be released.

The balance of the Retention Money (ie 5% of contract price) will be released

at the expiry of liability period of 12months provided always that at such

time there shall not remain to be executed by the contractor any works

ordered during such period pursuant of Conditions of Contract. The KMSCL


shall be entitled to withhold the payment until the completion of such work or

so much of the balance of rate may as shall in the opinion of the Consultant

represent the cost of the work so remaining to be executed.

All the deposits of E.M.D, SECURITY DEPOSIT AND RETENTION MONEY

will not bear any interest whatsoever.

D. Income-tax and Surcharge on Income Tax at the rate prevailing at the time

of payment will be deducted from each running bill and final bill.

E. All statutory payments in connection with the employment of the Workmen &

Employees State Insurance for this work will be borne by the Contractor at the

prevailing rates.

Recovery towards Kerala State construction Worker’s welfare fund will be

made from each running bill and final bill at prevailing rate ( currently 1% of

bill amount) and will be remitted by the KMSCL to the concerned

department.

The contractor is the employer of all the workers engaged for this work and

should therefore take all required registrations and pay premiums correctly to

labour welfare funds/Employees State Insurance, PF, Cess Act 1996 etc.

The contractor will be responsible for the payment of minimum wages and

compliance under the various enactments regarding the workers deployed by

him.

F. Sales Tax on work (work contract tax) shall be deducted at the prevailing rates

on the gross payment, for contractors having K.G.S.T registration. For those

contractors without K.G.S.T registration the deduction for work contract tax

shall be as per K.G.S.T rules.

The deduction towards statutory deductions shall be changed if the

government revises the rate. Any tax omitted, to be deducted in any part bill

shall be deducted in the subsequent bills/final bill.

6. PERIOD OF VALIDITY

The tender shall remain valid for acceptance for a period of 120days from the

date of submission of the tenders. If any tenderer withdraws his tender before

the said period or makes any modifications in terms and conditions of the

tender, then the “KMSCL” has the liberty to forfeit the said Earnest Money

Deposit.

7. INSPECTION OF SITE

Every tenderer is expected to inspect the site of the proposed work and

acquaint himself with the site conditions approaches, availability of raw


materials, geological and weather conditions etc. before quoting his rates.

He must go through all the drawings, specifications and other tender

documents. Any further clarifications in the drawings and documents can be

had from the Consultants at the above mentioned address.

8. QUANTUM OF WORK

A schedule of approximate quantities for various items accompanies this

tender. It shall be definitely understood that the Consultant/ "KMSCL” do not

accept any responsibility for the correctness or completeness of this schedule

in respect of items and quantities and this schedule is liable to alteration by

deletions, deductions, or additions at the discretion of the Consultant

/"KMSCL" without affecting the terms of the contract.

The “KMSCL” reserves the right to increase or decrease the quantum of work

at site without assigning any reason.

9. ALL INCLUSIVE RATES

The contractor's rate must be firm and include the cost of

transportation of material to the site, all taxes such as Sales Tax, Excise and

Octroi etc. and the fixing or placing in position for which the item of work is

intended to be operated. The rates quoted by the Contractor shall be firm

throughout the contract period and there shall be no upward revision of the

rates quoted by the contractor for any reason whatsoever. In addition to the

statutory deductions towards Income Tax, work contract tax shall be deducted

on the state government at the current rates. However the rate of deduction

towards work contract tax shall be changed if the government revises the

rates. And also deductions shall be made towards any other tax imposed by

the government prior to the last date for submission of Tender. It should be

clearly understood that any claims for Sales Tax, Excise duty, Construction

tax or any other tax existing as on the last date for submission of Tender,

shall not be entertained in any case what so ever once the tenders are opened.

Also, any claim on account of variation in the rates of taxes prevailing as on

the last date for submission of Tender, will not be considered.

10. INTERPRETING SPECIFICATIONS

In interpreting the specifications, the following order shall be followed:

a) Specification mentioned in Schedule of quantities

b) Special Conditions of Contract

c) Drawings


d) Technical specifications

e) Instructions to Tenderers & General Conditions of Contract

Matters not covered by the specifications given in the contract as a whole shall

be covered by the relevant Indian Standard Codes. If such codes on a

particular subject have not been framed, the decision of the

Consultant/KMSCL shall be final.

11. No alterations shall be made by the tenderer in the Notice Inviting Tenders,

Instructions to the contractors, Contract form, Conditions of the Contract,

Drawings and Specifications and if any such alterations are made or any

special conditions attached, the tender is liable to be rejected.

12. The acceptance of a tender shall rest with the Authorized Representative of the

“KMSCL”, who does not bind himself to accept the lowest tender and reserves

to himself the authority to reject any or all the tenders received without

assigning any reason(s) whatsoever.

13. The authorized representative of the “KMSCL” reserves the right of

accepting the whole or any part of the tenders received and the tenderer

shall be bound to perform the same at the rate quoted.

14. The work shall be carried out under the direction and supervision of

the Consultant/KMSCL or their representative at site. On acceptance of the

tender, the contractor shall intimate the name of his accredited

representative who would be supervising the construction and would be

responsible for taking instructions for carrying out the work.

15. The Consultant's/ KMSCL's decision with regard to the quality of the

material and workmanship will be final and binding, any material rejected

by the Consultant/KMSCL shall be immediately removed by the

contractor.

16. SUB-LETTING:

No part of the contract shall be sublet without the written permission of the

Consultant and the KMSCL nor shall transfers be made by 'Power of Attorney'

authorizing others to carry out the work or receive payment on behalf of

the tenderer. If in any case the selected contractor wants to sublet any of the

scope of work to a sub- contractor the name and other technical qualifications

of the sub-contractor should be submitted to Consultant/KMSCL in advance

and should obtain the approval of such sub-contractor from

Consultant/KMSCL in writing before the commencement of the work by the

sub-contractor.


17. LIABILITY PERIOD:

Any defect developed within ' Liability Period' of 12 months will have to be

rectified by the contractor at their own cost and in case the defects are not

rectified by the contractor in time, The Consultant/”KMSCL” or their

representative shall get the work done at the risk and cost of the contractor.

18. DELAYS IN COMMENCEMENT:

The contractor shall not be entitled to any compensation for any loss suffered

by him on account of delays in commencing or executing the work,

whatever the cause for such delays may be including delays in procuring

Government Controlled or other materials.

19. OCCUPATION IN PART:

If the KMSCL wants to occupy areas in part, the contractor shall complete

the work of these areas in conjunction with the KMSCL and hand over the

same to the KMSCL without affecting any of the clause of contract

agreement.

20. The contractor should inspect the source of material, their quality, quantity

and availability. The material must strictly comply with the relevant I.S.

specifications.

21. The contractor must co-operate and co-ordinate with other contractors involved

in other works on the site. The contractor should also note that they shall

have to clear the site of vegetation, debris etc. before the commencement of

the work and that no extra payment is permissible on this account.

22. PERIOD OF CONSTRUCTION:

Time is the essence of the contract. The total work has to be completed within

the time stipulated in the Notice Inviting Tender. Commencement of the work

shall be considered from the 7th

day on receipt of work order or the date of

handing over the site to Contractor whichever is later. The contractor shall

draw a detailed schedule of programme in the form of a PERT chart an

approved format within one weeks of date of issue of work order and submit

to the Consultants for their approval.

23 PENALTY FOR DELAY

The building work has to be completed and handed over within the stipulated

time as per tender conditions. If the contractor fails to complete and hand over

the building within the specified period, the penalty shall be charged at 0.5%

of the contract amount per week of delay till it is handed over or till the

penalty reaches 10% of the contract amount, after which the KMSCL shall

have the right to terminate the contract and the balance work will be arranged


at the risk and cost of the contractor unless and until the period of completion

is suitably extended by the KMSCL due to valid reasons

24. CONTRACTOR'S STORE AND SITE OFFICE:

Suitable area near the site of work to the extent available, shall be allotted to

the contractor free of cost for storing his tools and plants, materials and for his

site office and go-down. However, the structure will be provided by him at

his own expense and he will be solely responsible for guarding his property

and shall cover his property with requisite insurance against theft, fire etc. The

contractor however will have to dismantle the sheds and vacate the land of all

debris etc. at his own expense after completion of work.

25. PROCEDURE FOR PREPARATION AND SUBMISSION OF CONTRACT

CERTIFICATES AND OTHER BILLS FOR PAYMENT

(A) Contract Certificate: When the Contractor has carried out works to such extent

to justify calling for an interim contract certificate referred as ‘RA Bills’ as

per the provisions of the contract, he shall proceed to prepare and

submit for payment papers the following manner.

All papers should carry the name of work the date of the measurement

recording, the contract no., chronological serial no. of the contract, page

numbers should be serially marked.

(B) Measurements

1. The measurements shall be recorded by the Consultant’s Engineer jointly with

Contractors authorized representative and record them directly in the

Measurement Books and shall be signed at the end of each session of

measurement or the day’s work as the case may be, by both the parties

(Consultant’s Engineer and the Contractor). Initials of the Engineer with date

should be put on every page. The measurements are to be check measured

by another senior level Engineer of the Consultant’s.

2. The M. Book shall be in the custody of the Engineer of the Consultant and

should be handed over to KMSCL after the completion of the work.

3. Extra or deviated items as claimed by the Contractor shall not be recorded in

the M.book until they are approved by the competent authority.

4. The Contractor shall then prepare his detailed bill, in quadruplicate in the

name of the KMSCL (Original, duplicate & quadruplicate) based on the

certified measurements, and the accepted rates applicable for each item.

There shall be an abstract of the value of works measured for each. The

quantities given herein shall be the total upto date quantities. The deduction

to be made such as Retention money, Income tax, Sales tax, Labour Welfare


Fund, advances already made on earlier bills, cost of materials if any issued

etc. will be made and the net amount will be arrived at. These together with

Photostat copy of accepted ‘Measurements’ sheets along with the M.book shall

be submitted to the Consultant with a covering letter addressed the KMSCL.

He will retain the quadruplicate for his reference. A copy of the covering letter

should be sent to the KMSCL.

5. The Consultant shall then process the bill making correction, if any, required

and forward the original and one copy to the KMSCL for payment.

6. The KMSCL shall verify the bills and the M.Book, incorporate necessary

corrections, wherever deemed necessary, get it audited and arrange for the

payment. Payment shall through RTGS/NEFT in which the Contractor shall

open the account RTGS/NEFT facility.

7. Extra items, which are not ordered in writing by the KMSCL, should not be

included in the measurements.

(C) Certificate of Payments:

(i) The contractors shall be paid payment by the KMSCL from time to time

by installments under Interim Certificates to be issued by the Consultant,

to the contractor on account of the works executed. Retention as per

Cl.III-5C of the Instruction to the tenderer will be recovered.

(ii) 60% of the amount payable to the contractor on running account bills

may be released on adhoc payment within 10 working days from the

date of submission of bills.

(iii) The Consultant/ KMSCL shall have power to withhold any Certificate if

the works or any parts thereof are not being carried out to his

satisfaction.

(iv) The Consultant shall have power to withhold any Certificate for making

any correction in any previous Certificate which shall have been issued

by him.

(v) No payment shall be made to the Contractor if the Contractor fails to

insure the works and keep them insured till the issue of the Virtual

Completion Certificate.

(D). Right of Technical Scrutiny:

The KMSCL shall have a right to cause a technical examination of the works

by any of the persons or organizations as appointed by the KMSCL and all

bill of the contractor including all supporting vouchers, abstracts etc of all bills.

If as a results of this examination or otherwise any sum is found to have been

over paid or over certified it shall be lawful for the KMSCL to recover the sum


from any payment due to the contractor this works or any other work or works

being carried out by the contractors elsewhere under the KMSCL.

(E) Abandonment of works:

If at any time after the acceptance of the tender, the KMSCL shall, for any

reasons whatsoever not require the whole or works any part of the works to be

carried out, the Consultant shall give notice in writing to the contractor who

shall have no claim to any payment of compensation or otherwise whatsoever

on account of any profit or advantage which he might have derived from the

execution of the whole works.

(F). Right of KMSCL to terminate Contract in the event of death of contractor if

individual

Without prejudice to any of the rights or remedies under this contract, if the

contractor, being an individual, dies the KMSCL shall have the option of

terminating the contract without incurring any liability for such termination.

26. WATER AND ELECTRICITY:

The contractor shall make his own arrangement for water and electricity

required for the works. The KMSCL takes no responsibility for the supply of

either electricity or water.

27. INSURANCE:

The successful contractor shall take necessary all risk insurance policies, jointly

in the name of the KMSCL and the contractor, and the original policy shall be

deposited with the KMSCL. The format for the B/G shall be got approved by

the KMSCL.

This document will form part of the tender document and the agreement

executed by the successful tenderer.



I/We hereby declare that I/We have read and understood the above instructions and

the terms and conditions mentioned above are binding on me/us.

SIGNATURE OF THE TENDERER


SECTION V

GENERAL CONDITIONS OF CONTRACT

1. DEFINITIONS

The following terms shall have the meaning hereby assigned to them except

where the context otherwise requires:

a) KMSCL

Means Kerala Medical Services Corporation Ltd.

b) CONSULTANTS,

Shall any other agency appointed by KMSCL

for the time being or from time to time duly appointed by the “KMSCL”

to act as `CONSULTANT' for the purpose of the contract. In some part of

the document, the word `consultant' and consulting Engineer shall also

mean the said `CONSULTANT' or consultant representing him.

c) ENGINEER

Engineer shall be the person representing “KMSCL”/Consultant supervising

the work.

d) CONTRACTOR

Shall mean the successful tenderer to whom the contract has been

awarded.

e) SUB-CONTRACTOR,

shall mean the person named in the contract for any part of the work or

any person to whom any part of the contract has been sublet with the

consent in writing by the Consultant and the legal representatives,

successors and assignees of such person.

f) CONTRACT,

shall mean and include the following:-

Notice inviting tender, Tender form, General Conditions of Contract,

General Specifications, special conditions, Article of Agreement, Technical

Specifications, Unit Specifications), (Detailed Specifications), Schedule of

Quantities, Drawings, Work Order and/or any other correspondences of

negotiations.


g) SITE,

shall mean the actual place in, over or under which work is to be done,

allotted by the KMSCL for Contractor's use.

h) WORK,

of the Contractor shall mean and include materials or labour or both.

i) CONTRACT PRICE,

shall mean the sums referred to in the formal agreement, if any or the work

order.

j) SCHEDULE OF QUANTITIES,

It is the schedule of approximate quantities of various items of work

with specification for unit rate.

k) SCHEDULE OF RATES,

is the schedule showing unit rates, against specification of various item

of works.

2.0 ASSIGNMENT AND SUB-CONTRACTING

2.1 ASSIGNMENT:

The Contractor shall not assign the contract or any part thereof or any benefit

or interest therein or there under without the written permission of the

Consultants.

2.2 SUB-CONTRACTING:

The Contractor shall not sub-contract the whole of the contract. The

Contractor shall not sub-contract any part of the works without the written

consent of the Consultants/KMSCL and such consent, if given, shall not

relieve the Contractor from any liability or obligation under the contract and

the Contractor shall be responsible for the acts, defaults and neglects of the

sub-Contractor, his agents, employees or workmen as fully as if they were

the acts, defaults or neglects of the Contractor or his agents, servants, or

workmen.

3.0 EXECUTION AS PER DRAWINGS:

The Contractor must not vary or deviate from the drawings in any respect

while executing the work or executing any extra work of any kind

whatsoever duly consulting the Consultant/KMSCL.


4.0 GENERAL OBLIGATIONS

4.1 INSPECTION OF SITE ETC. BEFORE SUBMISSION OF TENDER:

The Contractor shall inspect and examine the site and its surroundings, and

shall satisfy himself before submitting his tender, as to the nature of the

ground, form and nature of the site, the quantities and nature of work and

materials required for the completion of the works, the means of access to

the site, the local labour conditions, the facilities available at site, the

accommodation he may require and in general shall obtain all necessary

information as to the risks, contingencies and other circumstances which may

influence or affect his tender.

4.2 SUFFICIENCY OF TENDER:

The Contractor shall be deemed to have satisfied himself before

tendering as to the correctness and sufficiency of his tender for the works and

of the rates and prices stated in the priced bill of quantities and the schedule

of rates and prices, if any, with tender rates and prices shall cover all his

obligations under the contract and all matters and things necessary for the

proper completion and maintenance of the work.

4.3 CLARIFICATION BEFORE SUBMITTING TENDERS:

Should the Contractor notice any discrepancy or error in the statement made,

or quantities or units shown against items, he shall immediately bring to the

notice of the “KMSCL”/Consultants and obtain the clarification before

submitting the tender. The tender shall be based on such clarifications

received and shall be recorded as such in the covering letter to the tender,

failing which the “KMSCL” shall have the right to ask the Contractor to

execute the work according to the statement made or quantities or units

shown in the tender, without any compensation.

4.4 AMENDMENT OF TENDER DOCUMENTS :

4.4.1 At any time prior to the dead line for submission of Tender, the Tender

Inviting Authority may, for any reason, modify the tender document by

amendment.

4.4.2 The amendment shall be notified by fax/email to all prospective tenderers

who have purchased the tender document, for which the email, fax no of the

purchaser of the tender document shall be submitted to the tender inviting

authority and such amendments shall be binding on them thereafter.

4.4.3 The Tender Inviting Authority shall not be responsible for failure to inform

the prospective tenderers because of technical issues, wrong fax number or

email ID etc. Purchasers of tender documents are requested to browse the


website of the Tender Inviting Authority for information/general

notices/amendments to tender document etc on a day to day basis till the

tender is concluded.

4.5 RATES QUOTED FOR FINISHED WORK:

The rates quoted in the tender by the Contractor must be for the finished work

as per the drawings and specifications. The rate shall remain firm throughout

the period of contract, including extended period if any, granted by the

KMSCL/Consultant.

4.6 LOCATION OF WORK:

Unless specifically mentioned in the item, the work described there-in may be

at any location or elevation.

4.7 COMMENCEMENT OF WORK:

The Contractor shall commence the work at site, within 7 days of issue of

formal work order or date of handing over of the site whichever is later or

being advised by the KMSCL unless otherwise specified, and shall proceed

with the same with due expedition.

4.8 PROGRAMME OF WORK:

Soon after the award of contract, the Contractor shall submit to the

Consultant for his approval a programme to match with the planned

completion of the whole job showing the order of procedure and method in

which he proposes to carry out the works and shall whenever required by

the Consultant or Consultant's representative, furnish further detailed

programme in an approved format and particulars in writing of the

Contractor's arrangements for carrying out the works and of the

constructional plant and temporary works, which the Contractor intends to

supply, use or construct as the case may be. The submission to and

approval, if any, by the Consultant or his representative of such programmes

or particulars shall not relieve the Contractor of any of his duties or

responsibilities under the contract.

4.9 CONTRACTOR'S EMPLOYEES:

The Contractor shall provide and employ at site in connection with the

execution and maintenance works.

a) Only such technical assistants as are skilled and experienced in their

respective fields and such sub-agents, foreman and leading hands as


are competent to give proper supervision to the work they are required to

supervise and,

b) Such Skilled, semi-skilled and unskilled labour as is necessary for the proper

and timely execution and maintenance of works.

4.10 REMOVAL OF WORKMEN:

The Consultant/ KMSCL shall be at liberty to object to and require the

Contractor to remove forthwith from the works any person employed by the

Contractor in or about the execution or maintenance of the works who in the

opinion of the Consultant mis-conducts himself or is incompetent or negligent

in the proper performance of his duties or whose employment is otherwise

considered by the Consultant to be undesirable and such person shall be

replaced by the Contractor without delay by a competent substitute

approved by the KMSCL.

4.11 COMMUNICATIONS TO BE IN WRITING:

All references, communications, correspondences made by the KMSCL, the

Consultants, the Consultant's representative or the Contractor concerning the

works shall be in writing and no reference, communication, or complaint

which is not in writing, shall be recognized.

4.12 OCCUPATION AND USE OF LAND:

No land, building belonging to or in the possession of the KMSCL shall be

occupied by the Contractor. The Contractor shall not use, or allow to be

used, the site for any purpose other than that for executing the works. Under

no circumstances, the roads within KMSCL campus shall be used for

dumping/collection of materials by the contractor.

4.13 CONSTRUCTION OF SITE-SHED:

Any site-shed, proposed to be temporarily constructed by the Contractor

for his office work, storage of materials etc, shall conform to the standard

sketch, or to the plan approved by the Consultant. Permission for the

construction of such sheds shall be obtained in writing.

4.14 MATERIALS, TOOLS AND PLANT:

All materials required for the execution of the works other than those

mentioned in the Notice Inviting Tender if any, shall be supplied by the

Contractor. Materials so supplied shall have the approval of the Consultant

before using on the works. All the rejected materials shall be removed at once

from the site of work at the Contractor’s own cost.

4.15 TOLLAGES ETC. :

The Contractor shall pay all tollages and other royalties, rent and other


payments or compensations, if any for getting stone, gravel, sand, clay and all

other materials required for the works.

4.16 SETTING OUT:

The Contractor shall be responsible for the true and proper setting out of

the works and for the correctness of the position, levels, dimensions and

alignment of all parts of the works and for the provision of all necessary

instruments, appliances and labour in connection therewith. If at any

time during the progress of the works any error shall appear or arise in

the position, level, dimensions or alignment of any part of the works, the

Contractor on being required to do so by the Consultants or Consultant's

representative, shall at his own cost rectify such error to the satisfaction

of the Consultant or his representative. The checking of any setting out or

of any line or level by the Consultant or his representative shall not in any way

relieve the Contractor of his responsibility for the correctness thereof. The

Contractor shall provide all necessary instruments, appliances and labour

required by the Consultant or his representative for checking, if any, of the

setting out. The Contractor shall carefully protect and observe all bench

marks, site levels, pegs and other things used in setting out the works. The

rates quoted for the work shall also include the cost of reference and level

pillars and their dismantling, when no longer required. The contractor shall

verify all dimension and elevations mentioned in the drawings prior to the

commencement of work.

4.17 DAMAGE TO PERSONS AND PROPERTY:

The Contractor shall indemnify and keep indemnified the KMSCL against all

losses and claims for injuries or damages to any person or property

whatsoever which may arise out of or in consequence of the construction

and maintenance of works and against all claims, demands, proceedings,

damages, costs, charges, expenses, whatsoever in respect thereof in

relation thereto

4.18 BARRICADING AROUND EXCAVATED TRENCHES ETC:

The Contractor shall at his own cost provide around excavation, temporary

barricading with bellies and bamboos with warning signals during day and

night and shall maintain it so long as the trenches are not filled up.

Similar barricades shall also be provided at all dismantling work, erection of

structurals, sheeting work etc. No extra claim shall be entertained for

providing, maintaining and removing such barricades.

4.19 PROTECTION OF UNDERGROUND SERVICES:

The Contractor must take precautionary measures to protect the

underground and other services lines viz. cables, water and sewer lines, etc.


and observe any specific instructions which may be given in this regard by

the Consultant.

4.20 DEWATERING TRENCHES AND PITS:

The tendered rates shall always be deemed to have taken into account the

cost of removal of silt and materials that may slip in the trenches and pits

and de-watering the trenches or pits of water accumulated or collected

through seepage or subsoil water or rain water. The Contractor shall in no

case be entitled to claim any extra amount for the above work. The

Contractor shall remain prepared with necessary pumps and equipment for

de-watering the trenches or pits so as to avoid unnecessary delay and

possible damage to the property etc. The duration of dewatering shall be in

accordance with environmental resolution and prior approval form consultant

is required.

4.21 WORK IN SHIFTS AND ON OFF-DAYS:

The Contractor shall work in one or more shifts as also on Sundays and off

days to complete the work on time, if so required by the Consultants for which

the KMSCL shall not be liable to pay any extra. If instructed by the

Consultants, the Contractor should carry out the work in the night also.

4.22 SITE ORDER BOOK (Site register/Log book):

A site order book must be maintained and always be available at site to

record the instructions by the Consultants or his representative. The

Contractor must see that the instructions noted therein are properly carried

out. The Contractor shall also submit a ‘Daily Report’ to KMSCL through the

Consultant in a format approved by the Consultant / KMSCL.

4.23 SITE TO BE KEPT CLEAN:

The surplus spoil and dismantled debris shall be removed to a place as

directed by the Consultant and stacked, leveled and dressed as directed.

4.24 CONFLICT IN MEANING BETWEEN SCHEDULE OF RATES AND

SPECIFICATIONS:

The schedule of rates shall be read in conjunction with the specifications, and

in the event of conflict in meaning between the two, the corresponding item

in the unit rate specification shall always have precedence over the

specifications.

5. LABOUR

5.1 LABOUR RULES:


In respect of all labour directly or indirectly employed on the works by

the Contractor, the Contractor shall comply with the provisions of the contract

labour (Regulation and Abolition) Act 1970, Minimum Wages Act 1948,

Payment of Wages Act 1936 and any amendments thereof and all

legislation and rules of the State and/or Central Government or other local

authorities, framed from time to time, governing the protection of health,

sanitary arrangements, wages, welfare and safety for labour employed on

building and construction works and for bonus, retirement benefits,

retrenchment/lay off, compensation and all other matters liabilities of

KMSCLs to employees. The rule and the other statutory obligations with

regard to fair wages, welfare and safety measures, maintenance of register etc.

will be deemed to be part of the Contract.

5.2 REPORTING ACCIDENT OF LABOUR:

The Contractor shall be responsible for the safety of all employees and/or

workers employed or engaged by him on and in connection with the works

and shall forthwith report all cases of accidents to any of them, however

caused and whenever occurring, to the /Consultant or his representative

and shall make every arrangement to render all possible assistance and

aid to the victims of the accident.

5.3 PROVISION OF WORKMEN'S COMPENSATION ACT:

The Contractor shall at all times indemnify and keep indemnified the

KMSCL against all claims for compensation under the provisions of the

Workmen's Compensation Act 1923 or any other law for the time being in

force by or in respect of any workmen employed by the Contractor in

carrying out the contract and against all cost and expenses or penalties

incurred by the KMSCL in connection therewith. In any case in which, by

virtue of the provision of the said Act, the KMSCL is obliged to pay

compensation to a workman employed by the Contractor in executing the

works, the KMSCL shall recover from the Contractor the amount of the

compensation so paid and without prejudice to the rights of the KMSCL under

the said Act. The KMSCL shall be at liberty to recover such amount or any

part thereof by deducting it from the security deposit or from any amount due

by the KMSCL to the Contractor, whether under this contract or otherwise

without prejudice to any other remedy that may be available to the KMSCL in

law. The KMSCL shall not be bound to contest any claim made against it

under the said Act, except on the written request of the Contractor and upon

his giving to the KMSCL full security for all cost for which the KMSCL might

become liable in consequence of contesting such claim.

5.4 ACCIDENT OR INJURY TO WORKMEN:

The Consultant/KMSCL shall not be liable for, in respect, of any damages

or compensation payable as per regulations or in consequence of any accident

or injury to any workmen or other person in the employment of the


Contractor or his sub-Contractors, and the Contractor shall indemnify and

keep indemnified the Consultant/KMSCL against all such damages and

compensation and against all claims, demands, proceedings costs, charges

and expenses whatsoever in respect thereof or in relation thereto.

5.5 AGE LIMIT OF LABOUR:

The age limit for employment of labour shall be in strict accordance with the

existing labour legislation.

5.6 RETURN OF LABOUR EMPLOYED:

The Contractor, if required by the Consultant, shall submit return in detail

in such form and at such interval as the Consultants may prescribe showing

number of different classes of labour employed on the works from time to

time by the Contractor

5.7 OBSERVANCE BY SUB-CONTRACTOR:

The Contractor shall be responsible for the observance of the provisions of

aforesaid clauses by the sub-Contractors employed by him in the execution

of the contact.

6. MATERIAL TESTS AND WORKMANSHIP

6.1 QUALITY OF MATERIALS, WORKMANSHIP AND TESTS:

All materials and workmanship shall be of the respective kinds

described in the contract and in accordance with the Consultant/

KMSCL or their representative's instructions and shall be subjected, from

time to time, to such tests as the Consultant or his representative may direct

at the place of manufacture or fabrication or on the site or at all or any of

such places. The Contractor shall provide such assistance instruments,

machines, labour and materials, as are normally required for examining,

measuring and testing any work and the quality, weight or quantity of any

material used and shall supply samples of materials before incorporation in

the works for approval as may be required by the Consultant / KMSCL.

6.2 INSPECTION OF OPERATION:

The Consultant/ KMSCL or their representative shall at all times have access

to the works and to the site and to all workshops and places where

materials, manufactured articles or machinery are being obtained for the

works and the Contractor shall afford every facility for every assistance in

obtaining the right to such access.

6.3 SUSPENSION OF WORK:

The Contractor shall, on the written order by the KMSCL suspend the

progress of the works or any part thereof for such time or times and in such


manner as the Consultant may consider necessary and shall during such

suspension, properly protect and secure the work, so far as is necessary in the

opinion of the Consultant.

7. TIME OF COMPLETION AND TAKING OVER:

7.1 POSSESSION OF SITE:

Save in so far the contract may prescribe, the extent of portions of the site of

which the Consultant/KMSCL is to give possession from time to time and the

order in which such portions will be available to him and subject to any

requirement in the contract as to the order in which the work shall be

executed, the Consultant/ KMSCL shall give to the Contractor possession of so

much of the site as may be required to enable the Contractor to

commence and proceed with the construction of the works in accordance

with such reasonable proposals of the Contractor as he will make in

writing to the Consultant and shall, from time to time as the work

proceeds give the Contractor possession of such further portions of the site as

may be required to enable the Contractor to proceed with the construction of

the works in accordance with the said programme or proposal.

7.2 TIME OF COMPLETION:

Time is deemed to be the essence of this contract and the whole of the

works shall be completed within the time stipulated or within such extended

time as has been allowed .

7.3 EXTENSION OF TIME OF COMPLETION:

Should the amount of extra or additional work of any kind or changes in

scope of work or other special circumstances of any kind whatsoever which

may occur, be such as fairly to justify the Contractor's request for extension

of time for the completion of the works the Consultant shall determine the

amount of such extension and with the approval of the KMSCL shall

intimate the Contractor in writing provided that the Consultant is not bound

to take into account any extra or additional work or other special

circumstances unless the Contractor has within 28 days after such work has

been commenced or such circumstances have arisen, submitted to the

Consultant full and detailed particulars of any request to the extension of

time to which he may consider to be justified.

7.4 FORCE MAJEURE

Neither party shall be liable for any failure or delay in performance

under this agreement if the failure/delay is caused by natural calamity, general

strike, curfew, riot, war, or any act of god which prevents normal activities or

reasons beyond the control of the party. In such cases, the party affected by

this clause shall give written notice to the other party with full details, within a


week of the occurrence of the cause. If the force majeure condition affects the

completion schedule, the time of completion shall be revised to the extent of

loss of time caused by force majeure.

7.5 WORK TREATED AS COMPLETE:

The works shall not be treated as complete until:

i) The site is clear from all materials, site shed, etc. and the Consultant is

satisfied with the job done by the Contractor and the OWNER accepts

the complete takeover of the site issued in writing.

ii) All equipment, tools, plant taken from the KMSCL have been

returned by the Contractor.

iii) Any other material, taken on loan/transfer from other agency

have been returned by the Contractor.

iv) All power and water supply connections taken for the execution of

the works have been disconnected by the Contractor.

v) Rectifications of any damage done by the Contractor to the work

executed have been satisfactorily done by the Contractor.

vi) The works shall not be considered as completed until the Consultant

has certified in writing that they have been completed and the

Defects Liability Period shall commence from the date of such

certificate.

7.6 TAKING OVER:

After completion of works or any substantial part of the works before

the completion of the whole of the works, the Contractor shall notify the

Consultants in writing, who within 15 days of receipt of the said notice

shall give such certificate with respect to any substantial part of the works

which has been both completed to the satisfaction of the Consultant and

occupied or used by the KMSCL or refuse to issue the same stating the

reasons thereof in writing. When any such certificate is given in respect of a

part of the works, such part shall be considered as completed for the purpose

of taking over and computation of the period of maintenance of such part,

that is, such period shall commence from the date of completion of such

part of the works as certified . The works in whole or part shall not,

however, be treated as completed for the purpose of other relevant clauses

hereof unless and until the provisions here of are fully complied with.

7.7 MAINTENANCE :


For a period of 6 months commencing immediately after taking over of

the work by the KMSCL, the Contractors liability shall be to replace the

defective parts, rectify/reconstruct the defective work that may develop of his

own construction or those of his sub Contractors approved by the KMSCL

arising solely from faulty materials or workmanship.

8. TERMINATION AND BACK CHARGING OF CONTRACT:

8.1 TERMINATION OF CONTRACT:

If the Contractor has abandoned the contract or has failed to proceed

with the work due to negligence or the progress on any particular item or

items is slow or has failed to execute the work in accordance with the terms

and conditions of the contract, is persistently or frequently neglecting to

carryout his obligation under the contract, then it shall be lawful for the

KMSCL to terminate the contract forthwith under written notice and to

proceed with the balance of the work through any other agencies. During

the course of execution of the job, in case the Contractor has done any

substandard work, he shall be asked in writing to dismantle and redo the same

at his own expenses. If the Contractor fails to comply with the above

instructions immediately, then the KMSCL shall proceed with the above

rectification work, through another agency or agencies. Similarly, if the

Contractor goes slow on any particular item or items of work, the KMSCL

shall have the right to execute this item or items through another agency or

agencies, including its own department.

8.2 BACK CHARGING THE CONTRACTOR:

Extra cost and expenses incurred for completing the work or balance work

or carrying out the rectification of any work as mentioned above through

another agency or agencies including its own department, shall be debited

to Contractor's account and shall be recovered from any money due or that

may become due to the Contractor without prejudice to any other remedy

that may be available to the KMSCL in law. If there is any savings in cost due

to re-arrangement or supplementing through other agencies the original

contractor will not have any claim on this.

9. ALTERATIONS, ADDITIONS AND OMISSIONS:

9.1 VARIATION:

The Consultant with the approval of the KMSCL shall be entitled to make any

variation of the quality or quantity of the works or any part thereof that may in

his opinion, be necessary and for that purpose, or if for any other reason it

shall, in his opinion be desirable, he shall have power to order the Contractor

to do and the Contractor shall do any of the following:

a) Increase or decrease the quantity of any work included in the contract.


b) Omit any portion of work.

c) Change the character or quality or kind of any such work.

d) Change the levels, lines, position and dimensions of any part of works

and,

e) Execute additional work of any kind necessary for the completion of the

works, and no such variation shall in any way initiate or invalidate

the contract but the value, if any, of all such variations shall be

taken into account in ascertaining the amount of the contract price.

9.2 ORDERS FOR VARIATIONS TO BE IN WRITING:

No variation shall be made by the Contractor without an order in writing of

the Consultant/KMSCL. Provided that no order in writing shall be required

for increase or decrease in the quantity of any item of work where such

increase or decrease is the result of the actual quantities exceeding or being

less than those stated in the bill of quantities which are estimates. In such

cases, the Contractor shall be paid only for the actual quantity of work done

as certified by the Consultant at the accepted unit item rates and no

compensation shall be allowed. Provided also that if for any reason the

Consultant shall consider it desirable to give any such order verbally, the

Contractor shall comply with such order but it must be followed by

confirmation in writing of such verbal order given by the Consultant, which

shall be deemed to be an order in writing within the meaning of this clause.

9.3 EXTRA ITEMS :

Extra items will be classified as additional, substituted or altered items,

depending on their relation or otherwise to the original item or items of work

and all extra items are to be approved by KMSCL.

Rates for authorized extra items, additional, altered or substituted work as may

be ordered shall be determined by the Consultant/ KMSCL as follows:

a. In the case of all extra items whether additional, altered or substituted, if

accepted rates for identical items provided for in the contract, such rates shall

be applicable.

b. In the case of extra items whether altered or substituted, for which similar

items exists in the contract, the rates shall be derived from the original item by

appropriate adjustment of cost of affected components. The percentage excess

or deduction of the contract rate for the original item with reference to the

estimated rate shall be applied in deriving the rates for such items.


c. In the case of extra items, whether altered or substituted, for which similar

items do not exist in the contract, the rates shall be arrived at on the basis of

provisions of Standard Data Book (CPWD & KPWD) and Schedule of Rates

2012 of Public Works Department of Kerala by adding profit of 10% and

applying the contractors’ quoted percentage above or below.

d. In the case of extra items, whether additional, altered or substituted, for

which the rates cannot be derived from similar items in the contract, and

only partly from similar items in the contract, and only partly from the public

work departmental rates, the rates for such part or parts of items as are not

covered in the schedule of rates shall be determined by the Consultant/

KMSCL on the basis of the prevailing market rates giving due consideration to

the analysis of the rate furnished by the contractor with supporting documents,

including Contractor's profit. This shall be added on to the (CPWD & KPWD

Departmental Rate (including contractor's profit) for the other part or the items

for which the rates can be derived from the schedule of rates of (CPWD &

KPWD. adjusting the percentage quoted for this part alone.

e. In the case of extra item whether additional, altered, substituted, for which the

rates cannot be derived either from similar item of work in the contract or from

the departmental schedule of rates, the Contractor shall within 14 days of the

receipt of order to carry out the said extra item of work, communicate to the

Engineer the rate which he proposes to claim for the item, supported by

analysis of the rate claimed and the KMSCL/Consultant shall within one

month thereafter, determine the rate on the basis of the market rate giving due

consideration to the rate claimed by the Contractor.

9.4 REBATE/EXTRA OVER ORIGINAL ITEM:

If there is a deviation in the specification of particular item of the tender,

rebate/extra over the quoted rate shall be generally derived as follows:

9.5 For items not covered in the schedule, rebate/extra shall be derived based on

observation/analysis of labour and materials involved in such items with the

prior approval of the Consultant/KMSCL.

9.6 CLAIMS:

The Contractor shall send to the Consultant's representative an account,

giving full and detailed particulars with proper analysis of all claims for any

additional expense to which the Contractor may consider himself entitled

and of all extra items of work ordered by Consultant, which he has executed,

within one month of execution of such work, and no claim for payment for

any such work will be considered which has not been included in such

particulars. Provided always that the Consultants shall be entitled to authorise

payment to be made for any such work notwithstanding the

Contractor's failure to comply with this condition, if the Contractor has at

the earliest practicable opportunity notified the Consultant/Consultant in


writing, that he intends to make a claim for such work.

9.7 VARIATION IN CONTRACT VALUE

The rate quoted shall remain form for any variation upto ± 25% of the total

contract price.

10. MEASUREMENTS

10.1 QUANTITIES:

The quantities set out in the bill of quantities are the estimated

quantities of the work. They are not to be taken as the actual and correct

quantities of the works, to be executed by the Contractor in fulfillment of his

obligations under the contract.

10.2 PROVISIONAL SUMS:

"Provisional sum" means a sum included in the contract and so designated

in the bill of quantities for execution of works or the supply of goods,

materials or services or for contingencies, which sum may be used, in whole,

or in part, or not at all, at the direction or discretion of the Consultant. The

contract price shall include only such amounts in respect of the work, supply

or services to which provisional sums relate as the Consultant shall approve or

determine.

The Contractor shall when required by the Consultant, produce all

quotations, invoices, voucher, and accounts or receipts in connection with

expenditure respect of provisional sums.

11. SETTLEMENT OF DISPUTES:

11.1 MATTER TO BE SETTLED BY KMSCL:

All disputes and differences of any kind whatsoever arising out of or in

connection with the contract, whether during the progress of the works or

after their completion shall be referred by the Contractor to the KMSCL and

the KMSCL shall within a reasonable time after their presentation make and

notify decisions thereon in writing.

The decisions, directions, clarifications, measurements, drawings and

certificates with respect to any matter, the decision for which is specially

provided for by these or other special conditions to be given and made by

the KMSCL or by the Consultant on behalf of the KMSCL are matters which

are referred to hereinafter as accepted matters and shall be final and binding

upon the Contractor and shall not be set aside on account of non-observance

of any formality, any omission, delay or error in procedure in or about the


same, or on any other grounds or for any reason and shall be without

Appeal.

11.2 Disputes if any arising out of or in any way connected with this Agreement

shall be deemed to have arisen in Thiruvananthapuram and only the courts in

Thiruvananthapuram shall have jurisdiction to determine the same.

12. NOTICES

12.1 SERVICE OF NOTICE ON CONTRACTOR:

All certificates, notices or written orders to be given by the KMSCL or

by the Consultant to the Contractor under terms of the contract shall be served

by sending by post or delivering the same to the Contractor's place of

business or such other address as the Contractor shall nominate for this

purpose.

12.2 SERVICE OF NOTICE ON KMSCL:

All notices to be given to the KMSCL under the terms of the contract shall be

served by sending by post or delivering the same to the KMSCL’s address.

13. The contractor shall strictly observe the safety codes and labour laws as

detailed under:

SAFETY CODE

1. First aid appliances including adequate supply of sterilized dressings and

cotton wool shall be kept in a readily accessible place.

2. An injured person shall be taken to a public hospital without loss of time, in

cases where the injury necessitates hospitalization.

3. The excavated material shall not be placed within 1.5 metres of the edge of

the trench of half of the depth of trench whichever is more. All trenches and

excavations shall be provided with necessary fencing and lighting.

4. The contractor assured QHSE (Quality Health Safety and Environmental)

policy and procedure as per national and International standards.

ACCIDENTS HOARDING LIGHTING – OBSERVATIONS WATCHMAN

(a) When excavations have been made obstacles have been put in public through

faces or in places where there is any likehood of accidents, the contractor

shall comply with any requirements of law on the subject, and shall

provide suitable boarding lighting and watchman as necessary.


(b) It shall be the contractor’s sole responsibility to protect the public and his

employees against accident from any cause and shall indemnify Governments,

against any claims for damages for injury to person or property, resulting from

any such accidents and he shall where the provisions of the Workmen’s

Compensation Act - apply, take steps so properly insure against any claims

there under.

(c) On the occurrence of an accident which results in the death of any of the

workmen employed by the contractor which is so serious as to be likely to

result in the death of any such workmen the contractor shall within 24 hours

of the happening of such accident intimate in writing to the KMSCL, the fact

of such accident. The contractor shall indemnify KMSCL against all loss or

damage sustained by KMSCL resulting directly or indirectly from his failure to

give intimation in the manner aforesaid, including the penalties or fines if any

payable by KMSCL as a consequence of KMSCL’s failure to give notice under

the Workmen’s Compensation Act or otherwise conform to the said Act in the

regard to such accident.

(d) In the event of an accident in respect of which compensation may become

payable under the Workmen’s Compensation Act VIII of 1973 whether by the

contractor such sum or sums of money as may be, in the opinion of the

Consultant shall be final in regard to all matters arising under this clause.

FAIR WAGE CLAUSE

(a) The Contractor shall pay not less than fair wage to labourers engaged by him

on the work.

“Fair Wages” means wages whether for time or piece work notified at the time

of inviting for the work and where such wages have not been so notified the

wage prescribed by Kerala PWD for the District in which the work is done.

(b) The Contractor shall notwithstanding provisions of any contract to the

Contract cause to be paid fair wage to labourers indirectly engaged on the

work including any labour engaged by his sub-contractor in connection with

said work as if labourers had been immediately employed by him.

(c) In respect of all labour directly or indirectly employed in the work for

performance of the contractor’s part of the Agreement the Contractor shall

comply with or cause to be complied with provisions of the Contract Labour

(Regulations and Abolition) Act 1970, Minimum Wages Act 1948, Payment of

Wages Act 1936 and Any Amendments thereof and all Legislations and Rules

of this State and / or Central Govt. or other Local Authority framed by time to

time, Governing the protection of Health, Sanitary Arrangements wages,

Welfare, Safety Bonus, Retirement benefits, Retrenchment/Layoff


compensations to payment of wages not paid and deduction unauthorisly

made maintenance of wage register other terms of employment, inspection

and submission periodical returns and all wage cards, publications of scale of

wage and returns and all other matters of like nature and shall indemnify

KMSCLfrom all or any claims coming under the above Acts and Rules.

(d) The Consultant shall have the right to deduct from the money due to the

Contractor and any sum required or estimated to be required for making good

the loss suffered by a worker or workers by reason of nonfulfillment of the

Conditions of the Contract for the benefit of the works no payment of wages

or deductions made from his or their wages which are not justified by the

terms of the Contractor of non-observance of the regulations.

(e) The regulation aforesaid shall be deemed to be a part to this contract.

LABOUR LAWS

The Contractor shall comply with the provisions of all Labour Legislation including

the requirements of:

(a) Payment of Wages Act

(b) KMSCL’s Liability Act

(c) Workman’s Compensation Act

(d) Contract Labour (Regulation and Abolition) Act

1970 & Central Rules 1971

(e) Apprentice Act, 1961

(f) Any other act or enactment relating employment of labour and rules

framed there under from time to time.

The Contractor shall keep the KMSCL saved harmless and indemnified against

claims, if any, of his workmen and all costs and expenses as may be incurred by the

KMSCL in connection with any claim that may be made by any workmen.

The Contractor shall have to obtain license under the said Act and rules and comply

with all provisions and obligations. The Contractor shall furnish all information

required by the KMSCL and also indemnify the KMSCL against any penalties /

claims arising from any default on his part.


SECTION VI

SPECIAL CONDITIONS OF CONTRACT

1.0 It is also not necessary that the offer of the firm quoting the lowest rates shall

be accepted. Usually the lowest offers of tenderers qualified for the price bid

opening shall be accepted.

1.1 At any point of time, the Tender Inviting Authority reserves the right to cancel

or modify the supply order even after it is awarded to the successful tenderer

in the event the firm deviates from the agreed terms and conditions

a) Price Offered shall be in Indian Rupees. The quoted rates shall include all

loading & unloading, all kinds of leads & lifts, duties, taxes, levies applicable

at time of quoting. Other statutory tax like TDS, Work’s Contact Taxes etc.

applicable, would be deducted while releasing the payment.

1.2.0 TIME LIMIT FOR COMPLETION OF PROJECT

1.2.1 Completion period shall be as per the Notice Inviting Tender. Commencement

of the work shall be considered from the seventh day of the receipt of letter of

acceptance or date of handing over the site which ever is later.

1.2.2 On award of the Contract, the Tenderer will prepare a time schedule for

completion of the Project in consultation with the Employer. This time

schedule shall be strictly adhered to by the Tenderer. The Tenderer will be

duly responsible to KMSCL for the timely delivery.

1.3.0 CONDITIONS OF ENGAGEMENT

1.3.1 The Employer and Consultant shall have the right to visit the site for

inspection to check that the works are being executed generally in accordance

with the drawings and the specified quality of finish is being delivered. The

Tenderer will ensure that the work is carried out strictly in accordance with the

drawings and specifications once they have been approved and accepted.

1.3.2 The Employment of other Sub-Consultants / Sub- contractors by the Tenderer

shall be at the approval of the Owner. The other Consultants appointed by the

Tenderer with the approval of the KMSCL should be paid by the Tenderers at

his own cost.

1.4.0 APPROVALS


1.4.1 The tenderer has the complete responsibility to assist the client/consultant in

all the Statutory Approvals from various authorities from the commencement

of work to the final commissioning.

1.5.0 TENDER PRICES

All duties, taxes and levies are payable by the Contractor under the contract,

or for any other cause shall be included in the rates, prices and total priced

quoted by the Contactor.

The rates & prices quoted by the Contractor shall be final for the entire period

of the Contract and shall not be subject to variation on any account.

1.6.1 CLARIFICATION OF BIDDING DOCUMENTS

A prospective Bidder requiring any clarification of the bidding documents may

notify the Employer in writing. The Employer will respond to any request for

clarification received earlier than 7 days prior to the deadline for the

submission of Bids. Copies of the Employer's response will be forwarded to all

tenderers of the tender, including a description of the inquiry but without

identifying its source.

a) Tenderer/s may download tender document at their own risk and cost, for the

purpose of perusal as well as for using the same as tender document for

submitting the offer. Master copy of the tender document is available in the

Office as mentioned in the tender notice / tender document. After award of work

an agreement will be prepared based on the master copy of tender document

available in the above mentioned office. In case, any discrepancy between the

tender document downloaded from the internet and the master copy, the latter

shall prevail and will be binding on the tenderer/s. No claim on this account will

be entertained.

b) Submission of a tender by a tenderer implies that he has read this notice and all

other contract documents and has made himself aware of the scope and

specifications of the work to be done and of conditions and rates at which stores,

tools and plant, etc. will be issued to him by KMSCL and local conditions and

other factors bearing on the execution of the works.

1.7 INFORMATION REGARDING TENDER

1.7.1 After the public opening of the tenders, the information relating to the

examination, clarification, evaluation and comparison of tenders and

recommendations concerning the award of contract shall not be disclosed


to the tenderer and other persons not officially concerned with such

process.

1.7.2 Subject to KMSCL’s right to accept any tender and reject any or all tenders;

the work will be normally awarded to the tenderer whose bid has been

determined to be substantially responsive to the tender documents and who

has offered the lowest Evaluated Tender Price provided further that the

tenderer has the capability and resources to carry out the contract effectively.

However KMSCL reserves its right to call any or all tenders including L1 for

negotiation in the event it find it in the interest of the company.

1.7.3 Prior to the expiry period of validity of the Tender, KMSCL will notify the

successful tenderer in writing by registered letter that his tender has been

accepted. This letter (hereinafter referred as letter of acceptance) shall

include the accepted BOQ together. This letter of acceptance will

constitute the formation of a contract between KMSCL and the tenderer.

1.7.4 Before quoting for the work, the tenderer is advised to visit the site and the

location of work to acquaint himself with the actual site conditions

including the approach / access to the site. The contractor shall form /

develop necessary approach roads within the site for movement of his

equipments, materials etc at his own cost. The quoted rates for various

items are deemed to include all contingencies and no claims for additional

payment / time of completion will be considered for dewatering, drainage

of surface water, extra lead, lift, transport of materials, loading/ unloading

etc.

1.7.5 Before commencing the work and within 7 days after the letter of

acceptance of the tender has been intimated to him, the tenderer shall

make performance guarantee and furnish the same for the proper fulfilment

of the contract and shall execute an agreement for the work in required

non-judicial stamp paper in the format given as “Articles of Agreement”.

1.7.6 If the tenderer fails to execute the agreement as stated above within the

specified period, the acceptance of the tender will be cancelled, the Earnest

Money Deposit shall be forfeited to KMSCL absolutely and fresh tenders

called for or the matter otherwise disposed off.

1.8 REJECTION OF TENDER

1.8.1 A tenderer shall submit a responsive bid, which satisfies each and every

condition laid down in this notice, accepting all terms and conditions of the

specifications and contract documents without any modifications, failing

which, the tender will be liable to be rejected.


1.8.2 Tenders not properly filled, mutilated with incorrect calculations or generally

not complying with the conditions are susceptible to be rejected.

1.8.3 Canvassing is strictly prohibited and the tenders submitted by the tenderers,

who resort to canvassing will be liable for rejection.

1.8.4 Rates quoted by the contractor in BOQ in figures and words shall be

accurately filled in so that there is no discrepancy in rates written in figures

and words. The rate thus quoted will be deemed to include the cost of all

materials, labour, hire charges for all machinery, cost of fuel, power, all leads

and lifts, taxes, levies, service tax, royalties, all overheads, contingencies,

profits etc. and the quoted price is all inclusive and nothing extra shall be

payable to the contractor. The total Contract price shall be worked out after

vetting of the design proposal & revising the schedule if required and

entered in thereafter.

1.9.0 SIGNATURE OF THE TENDERER

If the tender is made by an individual, it shall be signed with his full name

and his complete address shall be given. If it is made by partnership firm, it

shall be signed with the co-partnership name by a member of the firm who

shall sign his own name and give the name and address of each partner of

the firm and attach a copy of ‘Power of Attorney’ with the tender authorizing

him to sign on behalf of the other partners. A certified copy of the

‘Registered Partnership Deed’ shall also be submitted along with the tender.

If it is made by a joint stock Company, it should be signed by an authorised

signatory with due evidence of such authorisation.

1.10.0 EMD deposited with KMSCL will be forfeited, if

i) A tenderer withdraws his bid during the period of validity specified.

ii) The successful bidder fails within the time limit to sign the contract

Document or fails to furnish the required security deposit.

1.10.1 On acceptance of the tender, the EMD will be refunded on execution of the

agreement with the successful tenderer.

1.11.0 REJECTION OF THE TENDER ON ACCOUNT OF MODIFICATIONS

No modifications shall be made by the tenderer in the Notice Inviting

Tender, Instructions to the contractors, Tender form, General conditions of

contract (GCC) Part I & II.


1.12.0 ACCEPTANCE OF THE TENDER

1.12.1 The acceptance of a tender rests with KMSCL who do not bind itself to

accept the lowest tender and reserves the authority to reject any or all the

tenders received without assigning any reason(s) whatsoever.

1.12.2 KMSCL reserves the right of accepting the whole or any of the tenders

received and the tenderer shall be bound to perform the same at the rates

quoted.

1.12.3 The work shall be carried out under the direction and supervision of KMSCL

or its authorised representatives at site. On acceptance of the tender, the

contractor shall intimate the name of his accredited representative(s) who

would be supervising the construction and would be responsible for taking

instructions for carrying out the work.

1.13.0 LETTER OF ACCEPTANCE

The Letter of Acceptance will be issued in writing to the successful tenderer

by KMSCL. The contract will normally be awarded to the qualified and

responsive Bidder offering the lowest evaluated bid in conformity with the

requirements of the specifications and contract documents and KMSCL shall

be the sole judge in this regard. KMSCL does not bind itself to accept the

lowest or any tender or to give any reason for its decision.

1.14.0 QUALITY OF MATERIAL AND WORKMANSHIP

KMSCL’s decision with regard to the quality of the material and

workmanship will be final and binding on the contractor. Any material

rejected thus shall be immediately removed by the contractor and replaced

by materials as per specifications and standards.

1.15.0 SUB-LETTING

No part of the contract shall be sub-let without the written permission of

KMSCL nor shall transfers be made by the Power of Attorney authorizing

others to carry out the work, or receive payment on behalf of the tenderer.

1.16.0 DELAYS IN COMMENCEMENT

The contractor shall not be entitled to any compensation for any loss

suffered by him on account of delays in commencing or executing the work,

whatever is the cause for such delays including delays in procuring

Government Controlled or other materials.

1.17.0 INSPECTION BY THE CONTRACTOR

The contractor should inspect the source of materials, their


quality, quantity and availability. All materials must strictly comply with the

relevant B.I.S specifications.

1.18.0 SITE CLEARANCE BEFORE COMMENCEMENT OF WORK

The contractor should note that they shall have to clear the site of

vegetation, debris, etc. before the commencement of the work and that no

extra payment is permissible on this account.

1.18.1 All works shall conform to relevant IS code or Technical specifications. The

price quoted is deemed to cover earth work excavation in all classes of soil

and no extra payment will be made for shoring , dewatering etc. Surplus

earth generated from excavation shall be transported to locations with in a

distance of 500 metres at no extra cost

1.18.2 All necessary drawings and other documents required to be submitted to the

statutory authorities shall be prepared by the contractor. It is the

responsibility of the contractor to obtain all statutory approvals including

liaisoning and follow-up. The owner shall meet the statutory fee payable.

1.19.0 PENALTY

1.19.1 In case of delay in completion of the contract, Penalty will be levied at the

rate of half per cent (0.50 %) of the contract price per week of delay, subject

to a maximum of 10 per cent of the contract price.

1.19.2 KMSCL, if satisfied, that the works can be completed by the contractor

within a reasonable time after the specified time for completion, may allow

further extension of time at its discretion with or without the levy of Penalty.

In the event of extension granted being with Penalty, KMSCL will be entitled

without prejudice to any other right or remedy available in that behalf, to

recover from the contractor as agreed damages equivalent to half per cent

0.50 %) of the contract value of the works for each week or part of the week

1.19.3 KMSCL, if not satisfied with the progress of the contract and in the event of

failure of the contractor to recoup the delays in the mutually agreed time

frame, shall be entitled to terminate the contract.

1.19.4 In the event of such termination of the contract as described in the owner

shall be entitled to recover penalty up to ten per cent (10%) of the contract

value and forfeit the security deposit made by the contractor besides getting

the work completed by other means at the risk and cost of the contractor.

1.20.0 Delay in work and levy of penalty.

Penalty will be levied as per relevant clause under relevant clause in the

tender for delay in completion of work. The owner shall have the right


to impose stage-wise penalty. In case the progress achieved at the stages

specified is stage-wise penalty as decided by the Owner will be imposed.

The penalty thus levied will be released if the delay is made up subsequently

and the work completed as per overall time schedule. If there is delay in

final completion, the stage wise penalty levied will be adjusted against the

penalty to be levied as per conditions of tender. However if due to reasons not

attributable to the contractor, the above rate of progress could not be

maintained the contractor may apply in writing to the Owner for

modification of the rate of progress indicating the reasons and justifications

therefore. However, the work shall be completed with in the overall time

specified. The decision the managing Director of KMSCL, regarding quantum

of remaining work and amount of stage wise penalty shall be final and binding

on the Contractor.

1.21.0 INSURANCE

The successful tenderer shall take out Contractor’s All Risk (CAR) insurance

policy, jointly in the name of KMSCL and the contractor, and the original

policy shall be deposited with KMSCL.

This Notice Inviting Tender (NIT) will form part of the tender document and

the agreement executed by the successful tenderer.

Lumpsum items will be paid for only as per actuals based on detailed

measurements when they are measurable or on details of labour and

materials limiting to the lumpsum quoted by the contractor or the lumpsum

provided in sanctioned estimated whichever amount is lower.

1.21.1. All items not included in the tender and agreement schedule will be

classified as extra items only. The contractor shall be bound to carry out all

extra items not provided for in the schedule but found necessary during actual

execution of work for proper completion of the project The execution of extra

item of work and payment therefore will be based on the following conditions

(i). There shall be an order in writing to execute the extra item of work duly

signed by the or his authorized engineer.

(ii) The rates for extra item shall be worked out based on relevant clauses

of the General Conditions of Contract

1.21.2 All sums found due to Government/other statutory agencies from the

contractor on account of this contract shall be duly settled by the contractor

failing which KMSCL shall have the right to recover the same from the bills.


1.21.3 The Contractor alone is responsible for the safety of his labourers and

damages, if any, payable under workmen’s Compensation Act will be to his

debit.

1.21.4 Defects, if ay noticed within the specified defects liability period from the

date of completion of the work shall be rectified by the contractor in default of

which this will be attended by the KMSCL and the cost made good from the

Contractor.

1.21.5 The contractor agrees that before final payment shall be made on the

contract he will sign and deliver to the KMSCL /Consultant either in the

measurement book or otherwise as demanded a valid release discharge from

any and all claims and demands whatsoever for all matters arising out or

connected with the contract provided that nothing in this Clause shall

discharge or release the Contractor from his liabilities under the Contract. It is

further expressly agreed that the on supplying the final measurements

Certificates need not be bound by the preceeding measurements and

payments. The final measurements if any, of the shall be final conclusive and

binding on the Contractor.

1.21.6 The tender notice shall form part of the Agreement.

1.21.7 The date fixed for commencement and completion of works shall be

strictly observed by the Contractor. One fourth of the work to be done when

one fourth of the whole time allowed for it has elapsed, one half of the work

when one half of the time allowed elapsed , and three fourth of the works

when three fourth of the time has elapsed. In case the above rate of progress

is not achieved, penalty clause will be applied on the further payments at

specified rate for the subsequent interim bills. The penalty thus levied will be

released if the delay is made up subsequently and the work completed as per

schedule. However if due to reasons not attributable to the contractor, the

above rate of progress could not be maintained the contractor may apply in

writing to the modification of the rate of progress indicating the reasons

therefore. The may recommend to KMSCL the modification in rate of

progress. However, the work shall be completed within the overall time

specified.

1.22.0. Extension of time of completion of work and fine:

1.22.1 In case the completion is delayed due to reasons not attributable to the

contractor, the contractor may request for time extension quoting the

reasons with sufficient documentary evidence to substantiate such

request. After analyzing the reasons, the owner will consider granting

appropriate time extension without levy of penalty. Such granting of time

extension shall not entitle the contractor to claim any damages or cost

escalation due to any reasons whatsoever. It is to be noted that


monsoon and other normal weather conditions cannot be accepted as

reasons for delay in completion.

1.23.0. The tenderer has to submit a site organization chart along with the

tender with the qualification and experience of his staff and deployment

schedule. The owner / Consultant shall have the right to demand

augmentation of supervisory staff based on requirements .

1.23.1 The contractor shall submit a Daily Report to the Owner in duplicate,

countersigned by the Consultant in a format approved by the Owner

/Consultant. The report shall indicate all important daily activities,

quantum of various works completed, number of various category of

labour employed, important events, problems / constraints if any etc.

1.23.2 The contractor shall submit a consolidated fortnightly progress report in

a format approved by the Owner / Consultant.

1.23.3 Weekly review meetings shall be attended by the Contractor’s Engineer

– in –charge. At least once in a month/ when required by owner /

consultant, such meetings shall be attended by Senior level officers from

the Contractor’s head office

1.23.4. The method of measurement will be as per Indian Standard 1200-1958

1.24.1. The rates quoted by the Contractor shall be inclusive of Labour welfare fund

to be paid to the Departments. The rates quoted by the Contractor shall be

inclusive of all statutory payments to be made by the contractor to

various government departments/ statutory bodies such as labour

department, welfare fund, ESI, PF, workmen compensation act, third party

liability insurance etc

1.24.2 No labour camp will be permitted with in project site. If the contractor

engages outstation labour their accommodation shall be as per prevailing

rules maintaining proper hygiene and sanitation and without creating any

environmental problems. At the project site also adequate arrangements shall

be made for the welfare of the labour including sanitary system to meet all

statutory rules.The Contractor alone is responsible for the safety of his

labourers and damages, if any, payable under workmen’s Compensation Act

will be to his debit.

1.24.3 Should the bidder require to work at night or on holidays in order to

maintain the time schedule and on urgency, he shall take prior approval from

the owner / consultant.


1.24.4. The quantities provided for in the schedule may vary widely and the

Contractor should be prepared to do any excess over the Schedule Quantities.

1.24.5 The list of items mentioned under Schedule of quantities may not be

exhaustive. If the tenderer feels that any items which are essential for

completion of the work is omitted, he shall point it out during pre-bid meeting

or execute the same at no extra cost to the owner.

1.25.0. PROVISION OF ADEQUATE EQUIPMENT, MATERIALS ETC :-

(a) The contractor shall deploy adequate No. Of equipment in full set ( as per list

shown at clause no 16 of special terms and conditions) or as required at site

keeping in view the magnitude and complete the same within stipulated and

as per schedule of completion specified .

(b) The contractor shall not be entitled to any extra payment removing any trees

,trunk etc,that may be meet with while working in the area and also he shall

have no claim on the material so obtain .The material so obtain will be the

property of the corporation .

1.26.0 CONTRACTOR NOT TO SELL ETC. ANY MATERIAL WITHOUT

PERMISSION :-

a) The contractor shall not sell or otherwise dispose of remove clandestinely any

stone, clay, blast, earthing or rock or

b) Other material or substance, which may be obtain from any excavation made

in or upon the site.

c) All gold, silver, oil and other materials or any descriptions or precious stone,

coins, treasuries, relics ,entices and all other similar thing which may be

found in or upon the site shall not be removed or appropriated by the

contractor in any way and it shall be his duty upon finding any such things to

inform forfeit the Corporation about it duely preserve the same to the

satisfaction of the corporation and shall from time to time deliver the same to

such person as the Corporation may appoint receive the same.

1.26.0. SCOPE OF WORK :-

a) The scope of work include earth work excavation for site formation and

foundation, PCC, RR masonry at basement and foundation and super

structure by brick masonry, truss work, flooring, false ceiling, toilets,

plumbing ,sanitary fittings,counters all electrical works with fittings, fire

fighting equipments and networking for computers etc.

b) The contractor or his authorized representative is required to be present

at work site and work under the supervision of corporation’s authorized


representatives.

1.29.0 The tenderers are required to submit list of equipment with proof of

ownership/partnership along with the techno commercial bid.

1.30.0 The tenderers are also required to submit their credential in the similar

nature of work, experience and copies of work orders in hand or under

execution along with techno commercial bids.

Sd/-



I/We hereby declare that I/We have read and understood the above instructions and

the terms and conditions mentioned above are binding on me/us.

SIGNATURE OF THE TENDERER.


SECTION VII

TECHNICAL SPECIFICATIONS

CIVIL

1. The following technical specification, code of practice etc. referred herein

is form a part of the Item Specification and work shall be executed

accordingly. Items which are not covered under Technical Specification

shall be carried out as per relevant IS Specification or as per manufactures

specification or as directed by Consultant.

2. In case of discrepancy between technical specification and item

specification provided along with Bill of Quantities, the Item Specification

shall prevail.

3. All the measurements shall be as per latest edition of B.I.S.

1.00 EARTH WORK

1.1 Applicable Codes

The following Indian Standard Codes, unless otherwise specified herein, shall

be applicable. In all cases, the latest revision of the codes shall be referred to.

a) IS - 4081 Safety code for blasting and related drilling operation.

b) IS - 1200 Method of measurement of building works.

c) IS - 3764 Safety code for excavation work.

d) IS - 3385 Code of practice for measurement of Civil Engineering

works.

e) IS - 2720 Part II Determination of moisture content.

Part VIII Determination of moisture content dry density

relation using light compaction.

Part XXVIII Determination of dry density of soils, in-place by the

sand replacement method.

Part XXIX Determination of dry density of soils, in-place, by

the core cutter method.

1.2 General

1.2.1 Contractor shall carry out the survey of the site before excavation and set

properly all lines and establish levels for various works such as earthwork

in excavation for leveling, basement, foundations, plinth filling, roads,

drains, cable trenches, pipelines, etc. It is necessary to establish

permanent bench mark at such point which will not be affected by

subsequent work. Such survey shall be carried out by taking accurate

cross sections of the area perpendicular to established reference/grid lines


at 5 m intervals or nearer as determined by Consultant based on ground

profile.

1.2.2 The area to be excavated/filled shall be cleared of fences, trees, plants,

logs, slumps, bush, vegetation’s, rubbish slush, etc., and other

objectionable matter. If any roots or stumps of trees are found during

excavation, they shall also be removed. The material so removed shall

be burnt or disposed off as directed by Engineer. Where earth fill is

intended, the area shall be stripped of all loose/soft patches, top soil

containing deleterious matter/materials before fill commences.

1.2.3 In firm soil if the excavation is deeper than 2 m and in loose, soft or

slushy soil, the width of the step shall be suitably increased or the sides

sloped or shoring and strutting may be done as per the Engineer’s

instructions without any extra cost.

1.2.4 For excavation in trenches for pipes nothing extra shall be payable for

the lift irrespective of the depth unless specifically mentioned otherwise

in the Schedule of Quantities.

1.2.5 The trenches which are ready for concreting shall be got approved by

the Engineer.

1.2.6 The excavated stacked earth shall be refilled in the trenches and sides

of foundation in 200 mm layers and the balance surplus shall be first

filled in layers in plinth and the remaining surplus shall be disposed

off by uniform spreading within the site/outside the site as directed by

the Engineer.

1.2.7 Adequate protective measures shall be taken by the Contractor to see

that the excavation for the building foundation does not affect the

adjoining structure’s stability and safety. Contractor will be responsible

if he has not taken precaution for the safety of the people, workers

property or neighbour’s property caused by his negligence during the

constructional operations.

1.2.8 Lead

Lead for disposal of excavated material inside the site and at convenient

places in the surrounding areas have been specified in the respective

items of work and no other extra lead is intended.

1.5 Filling in plinth with selected excavated earth

1.5.1 Plinth shall be filled in layers 15 - 30 cm, of thickness or as specified in

items specification watered and compacted with hand rammers as

directed by the Consultant, so as to avoid any settlement at later stage.


For the final layer the surface shall be flooded with water and water

allowed to stand for 24 hours. The finished level of the filling shall be

trimmed to the level specified.

5.3.5 Rubble Masonry

5.3.5.1 Stones for this work shall be hard, durable rock, close or fine grained and

uniform in colour free from veins, flaws and other defects and shall

conform to IS:1597 (Part I). The stones shall be laid in mortar proportions

specified for the particular item of work. Stones shall be got approved.

5.3.5.2 For all work below ground level the masonry shall be random rubble

uncoursed with ordinary quarry dressed stones or hearting and faced with

selected quarry dressed stones.

5.3.5.3 For all work above ground level the masonry shall be random rubble faced

with hammer dressed stones with squared quoins at joints and corners.

5.3.5.4 No stones shall tail into the wall, either with a point or to length less than

11-2 times its height. The thickness of the joints shall not exceed 12 mm.

5.3.5.5 Spauls and pinnings shall not be allowed to show on the face of the wall.

Two bond stones each of minimum area of 500 sq.cm for every 1.0 sq.m.

of each wall face shall be provided. These shall be through stones in walls

600 mm thick and under, in walls thicker than 600 mm the length of bond

stones shall be 2/3 times the thickness of walls. The stones for hearting of

the wall shall not be less than 150 mm in any direction. Chips and spauls

shall be wedged in to avoid thick mortar beds and joints. The wall faces,

corners and joints or openings shall be truly vertical the quoins shall be of

selected stones, neatly dressed with chiesel to form the required angle and

laid header and stretcher alternatively.

5.3.5.6 The exposed face of the work shall be carefully and neatly pointed with

mortar in all joints on the other side the joints shall be neatly struck with

trowel while the mortar is fresh.

5.3.5.7 The mortar for the work shall be as specified in the respective item of

work. Curing of masonry shall continue for a minimum of ten days.

5.5.2 Plastering

5.5.2.1 The surface to be plastered shall be washed with fresh clean water free from

all dirt, loose material grease, etc., and thoroughly wetted for 6 hours

before plastering work is commenced. Concrete surfaces to be

plastered will however be kept dry. The wall should not be too wet

but only damp at the time of plastering. The damping shall be

uniform to get uniform bond between the plaster and the wall. The

junction between the brick work and RCC should be fixed with

chicken wire mesh/PVC strip as directed before plaster.

5.5.2.2 The proportion of the mortar shall be as specified under the respective

items of work. Cement shall be mixed thoroughly in dry condition

and then just enough water added to obtain a workable consistency.

The quality of water, sand and cement shall be as mentioned in the


Specifications for Concrete & allied works. The mortar thus mixed

shall be used immediately and in no case shall the mortar be allowed

to stand for more than 30 minutes after mixing with water. The

plaster shall be laid in a single coat. The mortar shall be splashed on

the prepared surface with a trowel and finished smooth by trowelling.

The plastered surface shall be rubbed with iron plate till the surface

shows cement paste. The work shall be in line and level. Curing of

plaster shall be started as soon as the applied plaster has hardened

enough so as not to be damaged. Curing shall be done by

continuously applying water in a fine spray and shall be carried out

for at least 7 days.

5.5.2.3 The plaster shall be carried out on jambs, lintel and sill faces top and

undersides, etc., as shown in the drawing or as directed by the

engineer.

5.6.00 FLOORING

5.6.2 Ceramic tiles in flooring, skirting and dado

5.6.2.1 The ceramic tiles in flooring and dado shall be of first class quality as

specified in the item specification and shall be approved by the Engineer.

The tiles shall be of standard size without warp and with straight edges, true

and even in shape and size and of uniform colour. The tiles surface shall be

of fine grained texture, dense and homogeneous. The thickness of the tile

shall be as per the item specification. The tiles shall be submerged in water

till the bubbles cease.

5.6.2.2 They should be laid on a base of 12 mm thick mortar bed (cement or lime

1:3 sand) and cement (3 kg/sq.m) paste. They shall be laid truly vertical on

walls and truly horizontal on floors or to slopes as directed. The joint shall

be very thin, uniform and perfectly straight. The tiles in dado shall be

finished in such a way that, only the tile thickness projects over the finished

plaster or as specified otherwise. Where full tiles are not possible, the same

should be cut or sawn to the required size and their edge rubbed to ensure

straight and true joints. After the tiles are laid extra cement grout shall be

removed. The joints shall be cleaned with wire brush and then the joint

shall be floated with white or gray cement as approved by the Engineer.

The tiles shall be cleaned after the work is complete.

5.6.3 Vitrified Tile Flooring

The vitrified tiles shall be of approved quality, size and uniform thickness and

shall be hard, sound, dense and homogeneous in texture. It shall be

uniform in shade free from stains, cracks and defects.

The Dimensional variations, surface quality, physical properties and chemical

properties of tiles shall be as per internationally accepted relevant

standards.

The edges are straight, with square edges and free from chippings. Tiles

should be laid on a bed of cement mortar as specified in item specifications.

Thickness of mortar bedding shall be specified in the item specifications and

a neat cement shall be spread over the mortar bed. The tiles shall be


placed one by one, keeping in check the level and line of the flooring. Tiles

are wetted before placing. The tiles are then gently tapped with wooden

mallet till it is firmly and properly bedded. There should be no voids left.

The joint should be finished with tile joint filler of approved make and

shade. The pattern of the flooring shall be as per the architectural drawings

or as directed by Consultant.

The base concrete or the RCC slab on which the tiles are to be laid shall be

cleaned, batted and mopped. the minimum thickness of bed mortar shall

not be less than 12mm. Any undulation in the base concrete or RCC slab

shall be corrected by cement mortar without any extra cost and any

additional leveling required beyond max. mortar thickness to be carried out

with cement concrete.

The flooring shall be cured for a minimum period of 7 days. The surface of the flooring

shall be laid to levels and slopes as directed by Consultant.

The tiles which are fixed in the floor adjoining the wall shall enter not less

than 12mm under the skirting or dado. The junction between the wall

plaster and the floor shall be finished neatly and without waviness.

The free edges shall be cut as per the pattern and shall be polished to match

with flooring.

Consultant has liberty to ask for any tests with respect to physical and

chemical properties, etc. and the contractor shall arrange the same

without any extra cost.

5.6.3 Providing and fixing in position grill, railing, steel ladder, etc.

This work shall be carried out as per the detailed drawings. The MS sections

shall be of approved quality. The welding shall be perfect and the junctions

shall be ground properly. The frames shall be provided with hold fasts and

the same shall be grouted with CC blocks in brick work. It shall be painted

with two coats of zinc chromate primer and two coats of synthetic enamel

paint of approved make and colour.

5.6.4 Providing & Fixing MS holding down bolts

The MS holding down bolts of specifieddia, length and shape shall be

provided as per the drawings in line & level. These shall be fixed to RCC

work or brick work by grouting it with concrete. The bolt shall be provided

with nuts and washers. The grease shall be applied to the threaded portion

with the help of templates. If the bolts need some adjustment it shall be

provided with a wooden piece 75x75 mm or 50 mm dia GI pipe around bolt

shall be provided at the time of concreting and shall be removed after initial

set.

5.7 Aluminium composite panel cladding

Providing and fixing 4mm thick aluminium composite panels of approved

make and colour as per technical data sheets at all heights. The rate shall

include all materials excluding framework, tools and plants, scaffolding,


technical personnel, complete as per technical specification and direction of

the Consultant.

(Items include cost of ACP Panel, Stiffeners to fix to the existing framework,

Sealants, Scaffolding, Fixtures, all machinery and all taxes i.e. sales tax,

excise duty, custom duty etc. complete) The above work is to be carried out

by a Specalised Agency approved by the Consultant.

General

The aluminum composite panel shall be stove-lacquered coversheet on the

front side and Mill finish or stove lacquered coversheet on the reverse side

produced in a continuous finishing process as per technical data sheets of

approved manufacturers. It should be a prefabricated anodized material and

surface of the standard panel shall either lacquered, anodized or laminated

with a self adhesive foil.

The composite panel shall be lightweight with excellent product properties for

indoor and outdoor applications.

i) Fixing Arrangement to Existing Frame Work:

M.S hot dipped galvanized stiffener member, 2” x 1” used as required to fix the

panel on to the existing framework.

ii) Panel Fixing : Composite panels are cut to size, routed, corners notched and

bend as per the dimensions specified. After the panels are bend

aluminium cleats of size 16mm x 16mm by 25mm length are fixed to

the edge of the panels by using aluminium pop rivets. The panels are fixed

to the frame work by using stainless steel screws. The gap of 12mm or 16mm

between the panels (both vertical and horizontal) are filled with backer rod of

size 12mm x 20mm or 16mm x 20mm, weather proof silicon sealant of

Wacker, Dowcorning or equivalent make is used to fill the grooves.

Technical Data: The composite panel shall be of approved manufacture with

following technical data

panel thickness (mm) 4

C cover sheet thickness (mm) 0.5

Weight (kg/m2

) 5.6 kg

Core 3 mm

P Plyethylene, type LDPE (g/cm3

) 0.92

Surface

Lacquering Modified Polyester Lacquer

System

Brilliance (initial value) 30-30 % accord. To

Gardner

Hardness (pencil hardness) H

Temperature resistance From

– 50

to +

80 C


UV stability Very good

Technical Specifications of composite panel AS PER ASTM STANDARDS.

Panel thickness (mm) 4

Technical properties

Moment of inertia I (cm4/m)

0.123

Section modulus W (cm3/m) 0.81

Rigidity E-J (kNcm2/m) 865

Tensile strength Kg/mm2

(ASTM C8) 5

Elongation ASTM E 8 (%) 14

Flexural strength (X105

) kg/mm2

(ASTM C393)

H

Flexural modules kg/mm2

(ASTM C393)

4100

Tthermal expansion (X10-6

) per0

C 20

ASTM D696

Punching shear resistance (Kg/mm2

)

ASTM 732

2.3

Specific gravity ASTM D792 1.38

Acoustical properties

Airborne sound

Insulation index Rw (dB)

24

Loss factor d 0.0057

Thermal properties

Apparent Thermal Conductivity (Kcal/

ASTM C1363

0.40

Deflection Temp (0

C) ASTM D648 115

Water absorption (%) DIN 53495 0.01

Static charge No antistatic treatment

necessary

5.7.1 MEASUREMENT

The measurement of the composite panel cladding will be done in square meter correct to two decimal places. The rate shall include providing and fixing of panels, stiffeners to fix to existing,

aluminum frame work, fittings and fixtures and shall includes all taxes like

sales tax, work tax, if any etc. complete.

5.7.3 ROOFING

5.7.3.1 Providing, Fabricating & Erecting MS Structural steel work for trusses,

purlins, girders, columns, rafters, struts, wind ties, bracings, etc.


All structural steel materials such as angles, RS joists, flats, tees, plates,

channels, etc., shall conform to the latest edition of IS 226. All structural steel

shall be free from twist before fabrication. Cutting of members shall be done

by shearing, cropping, sawing or gas cutting. Contact surfaces of plates and

butt joints shall be accurately machined over the whole area so that the parts

connected shall butt over the entire surface of contact. Welding of pieces shall

be done with the approval of the Engineer.

The components parts shall be assembled in such a manner that they are not

damaged in any way and specific cambers as shown in the drawing or as

directed by the Engineer, shall be provided.

For bolted connection, where necessary washers shall be tapered or otherwise

suitably shaped to give satisfactory bearing. The threaded portion of the bolt

shall project beyond the nut by at least 1.5 thread.

Welding shall be done in accordance with the latest edition of IS 813 and 814,

Code of Practice for use of Electric Arc welding for general Construction in

mild steel. In welding it must be ensured that the base metal is in fused state

when filler metal makes contact with it; filler metal does not overflow upon

any unfused base metal; base metal is not cut along the weld edges; flowing

metal floats the slag, oxide and gas bubbles at the surface behind advance

pole. For this current shall be adjusted or the electrode size is changed.

Welding shall be free from cracks, discontinuity, under or over size welding

thickness.

Surface to be welded shall be free from loose mill scale, nut, grease, paint and

any other foreign material. As far as possible avoid the welding at heights and

at difficult positions. Generally fillet welding is preferred. The parts to be

welded are brought in as close contact as practicable and rigidly clamped

together.

Before erection, steel work shall be thoroughly cleaned of rust, loose scale,

dust, welding slag, and shall be given one coat of zinc chromate primer of

approved make and one coat of synthetic enamel paint of approved make as

specified in the item before erection and final coat of painting after the

erection as directed.

Steel members shall be hoisted and put in position carefully without any

damage to the member and to the building and labour. The trusses shall be

lifted at such points that they do not buckle or deform or be unduly stressed.

The end of the truss which faces the prevailing wind shall be fixed and the

other end may be kept free to move. The steel work shall be securely fastened

wherever necessary, temporarily braced, to provide for all loads to be carried

by the member during erection including the load due to the erection

equipment and its operation. No permanent bolting or welding is done until

proper alignment has been obtained. The holes for the rivets shall be

determined with the help of templates and drilled. Erection clearance of the

cleared ends shall not be more than 1.5 mm and without cleating end

clearance shall not be more than 3 mm. Grouting or embedding of structural

steel members done after the approval of the alignment, level & position of the

members by the Engineer.


5.7.3.4 Mangalore Step Tile Type Galvalume Sheet

Material

The sheeting shall be Mangalore step tile type having 750 – 780

mm cover width with 26/28 mm high crest at 190/200 mm centers with a rib between

two crest made out of 0.5 mm TCT minimum 300 MPA yield strength cold rolled

steel with hot dip metallic coating of Aluminium Zinc Alloy (Galvalume) 150 g/ sqm,

total of both sides, Az 150 as per ASTM A 792 or AS 1397 with polystercolour

coating, in length upto 6 m to suit requirements.

Supply and fixing

Sheets shall be factory formed to required lengths to suit shop drawings.

Sheets shall be fixed to purlins with GI wafer head self-drilling screws. The panels

shall be fixed to the concealed clips.

ACCESSORIES

Cappings, Flashings and Trims:

Profile

Sheets shall be site roll formed so as to provide a single length panel from

ridge to eaves. All transverse capping to be notched to match profile of

external/internal sheet except where metal closures are used.

All exposed flashing edges must have a 10mm hem and a 45° drip. All closure

flashings shall be hemmed.

Material

In substrate, and finish as external sheeting.

Fixing

Cappings etc. shall be screwed to external sheeting at crests with hex head self

drilling stitching fasteners at max. 500mm centers along the length of the

capping/flashing. All fasteners must be installed at 90° to the material being

fastened. If this is not done, the screw must be withdrawn and the hole closed

with an oversize screw and EPDM washer. All longitudinal joints in cappings and

flashings shall be overlapped a minimum of 50mm and sealed with a continuous

run of sealant. Backing plates shall be provided in 16G steel wherever required at

end conditions for proper support of cappings and closures.

FIXING ACCESSORIES

External fasteners

The sheets shall be fixed with GI clips fixed to the purlins with wafer head self-

drilling fasteners.

Sealants

All laps in flashing and capping shall be sealed with a non-hardening neutral

cure silicon sealant.

WIND LOADING

Permissible span versus load data table should be furnished with the offer.

Load testing as per IS-801, BS and AS shall have to be arranged by the sheeting

manufacturer to demonstrate compliance with load/span data conforming to

spans and loads (as per IS-875 part 3) at manufacturer's plant.

External roof sheeting shall be capable of withstanding wind uplift and point

loads as per IS codes for purlin support spacing as shown on the drawings.

DRAWINGS AND LITERATURE


After award of work the agency shall be required to do the detailed design and

engineering of the roof system. He shall prepare detailed shop drawings, bill of

materials, and submit the same for approval of the Consultant before

commencement of work. He shall also prepare and furnish technical manuals

and erection guides for the project.

TESTING AND ACCEPTANCE CRITERIA

Materials

Prior to delivery, manufacturer’s test certificates shall be supplied for all

materials certifying grade and conformity with applicable standards. At owner's

discretion on number and frequency, random samples drawn from material at site

will be got tested at an independent test house/laboratory approved by the owner.

The materials shall be tested for and demonstrate to meet performance criteria and

requirements listed elsewhere.

Load testing

Profiles shall be load tested to justify load/span data furnished by

manufacturer in accordance with IS-801/AS/BS standards. Profiles must exhibit

deflection less than L/150 under live load and point load (as per IS 875) and less

than L/100 under wind load.

Measurement

The length and breadth shall be measured correct to a cm. for providing &

fixing the Galvalume Roofing Systemand the area calculated in sqm correct to two

places of decimal (Payment for flashing, gutter & down take pipe & ridge will be

measured separately).

Rates

The rate for Providing & fixing the Roofing System shall include cost of all

material and labour involved in all the operations described above i.e. basic, excise

and custom duty if any, freight, taxes or any other tax complete.

Rate shall include cost and conveyance of all materials, lead, lift, scaffolding, labour charges, etc. complete at all level and as directed by Consultant.

5.7.3.5.2 INSTALLATION

General

The contractor shall supply and install the roofing, gutters, down-spouts, as

specified and as approved by the Consultant with uniform and consistent product

quality. All panels shall be factory formed and all materials shall be delivered to

site with manufacturer’s name or trade mark, grade of coating, length, thickness

and item identification with respect to shop drawings legibly marked on top of

each item or shown on a label fixed to each bundle. The material may also be

marked with a standard mark where applicable.

Accessories

Cappings, Flashings and Trims:

All exposed flashing edges must have a 10mm hem and a 45° drip. All closure

flashings shall be hemmed.

Material

In substrate, and finish as external sheeting.

Fixing

Cappings etc. shall be screwed to external sheeting at crests with hex head self


drilling stitching fasteners at max. 500mm centers along the length of the

capping/flashing. All fasteners must be installed at 90° to the material being fastened.

If this is not done, the screw must be withdrawn and the hole closed with an oversize

screw and EPDM washer. All longitudinal joints in cappings and flashings shall be

overlapped a minimum of 50mm and sealed with a continuous run of sealant.

Backing plates shall be provided in 16G steel wherever required at end conditions for

proper support of cappings and closures.

Fixing Accessories

External fasteners

Fasteners for roof sheeting clips and self drilling stitching fasteners for

cappings/flashings shall be mechanically galvanised carbon steel self drillingself

tapping fasteners.

Sealants

All laps in flashing and capping shall be sealed with a non-hardening neutral

cure silicon sealant.

Wind Loading

Permissible span versus load data table should be furnished with the offer.

Load testing as per IS-801, BS and AS shall have to be arranged by the sheeting

manufacturer to demonstrate compliance with load/span data conforming to spans

and loads (as per IS-875 part 3) at manufacturer's plant.

External roof sheeting shall be capable of withstanding wind uplift and point

loads as per IS codes for purlin support spacing as shown on the drawings.

Drawings and Literature

After award of work the agency shall be required to do the detailed design and

engineering of the roof system. He shall prepare detailed shop drawings, bill of

materials, and submit the same for approval of the Consultant before

commencement of work. He shall also prepare and furnish technical manuals and

erection guides for the project.

Testing And Acceptance Criteria

Materials

Prior to delivery, manufacturers test certificates shall be supplied for all

materials certifying grade and conformity with applicable standards. At owner's

discretion on number and frequency, random samples drawn from material at site

will be got tested at an independent test house/laboratory approved by the owner.

The materials shall be tested for and demonstrate to meet performance criteria

and requirements listed elsewhere.

Measurement

The length and breadth shall be measured correct to a cm. for Providing & fixing

Polyester coated Galvalume steel MangloresteptileRoofing Systemand the area

calculated in sqm correct to two places of decimal (Payment for flashing, gutter &

down take pipe & ridge will be measured separately).


Rates

The rate for Providing & fixing Polyester coated Galvalume steel Mangalore

steptile Roofing System shall include cost of all material and labour involved in all the

operations described above i.e. basic, excise and custom duty if any, freight, taxes or

any other tax complete.

Providing and fixing ridge/ valley capping in required width(minimum

500mm) with plain galvalumecolour coated sheet made out of 0.5mm TCT,

minimum 300 MPa cold rolled steel with hot dip metallic coating of Aluminium

Zinc alloy (Galvalume) 150 gms/sqm, total of both sides, AZ 150 as per ASTM A

792 or AS1397, with polyester colour coating including cost and conveyance of

all materials, scaffolding, lead, lift, labour charges, etc. complete at all levels as

directed by Consultant

Technical details same as Item No.1 above but for ridge/ valley capping etc. all

complete and in straight lengths.

Measurement

The length shall be measured correct to a cm. for Providing& fixing Polyester

coated Galvalume steel Roofing System for ridge/ valley capping and the length shall

be measured in running meter correct to two places of decimal.

5.7.4.FALSE CEILING WITH GYPSUM BOARD

GENERAL

This section covers the requirements for all materials, labour, tools and

equipment for suspended false ceiling.

MATERIALS

FRAME WORK

A GRID of 450 x 1200 mm is made up of GI sections duly suspended

from the RCC roof slab.

The sizes of the members shall be:

a) Perimeter channels:.0.5mm thick having one flange of 20mm and

another flange of

30mm and a Web of 27 mm.

b) Intermediate channel: Channel Section of size 15x45x0.90 mm thick

c) Ceiling section: 0.5 mm thick having knurled web of 51.5 mm and 2

flanges of 26 mm

each with lips of 10.5 mm.


d) Ceiling angle: 25mmx25mmx0.5mm

BOARDS

The boards to be used in the false ceiling shall be single layered tapered edge

Gypsum Board ceiling 12.5 mm thick conforming to IS 2095-1996 and 2542-1981.

FINISHING

The boards shall be finished as per the manufacturer's recommendations.

All joints shall be carried out in three separate stages. Filling and tape

embedding, finishing and applying a surface treatment to even out differences

in surface texture and section.

Filling: All boards shall be securely and correctly attached, protruding

screws or nail heads should be driven home. Gaps greater than 3mm between

boards should be treated with jointing compound pressed firmly into the gap

so that it is completely filled. Jointing compound used for this purpose should

be stiffer than normal.

Tape Embedding: The joint fiber tape shall then pressed into the band of

jointing compound firmly embedded and free from trapped air bubbles, with

sufficient joints material under the tape to ensure good adhesion.

Immediately after the tape has been fixed a new layer of material is

applied over it, flush with the surface of the board. Before the material begins

to stiffen surplus material wiped from the edges of the joint by light sanding

without disturbing the main joint filling. Once the material has dried any slight

depressions in the surface can be filled again and projections cut back.

When the material has dried about 1 hour after application, a thin layer of

Gypboard jointing compound is applied in a broad band 200 mm wide. The

edges of this band should be immediately feathered out with a light sanding.

When the joint material has completely dried another application is made,

250 mm wide and sanded out as before

FINISH

i) The entire false ceiling system shall be finished to the required line &

levels as per specifications/drawing & instructions of Consultant to the complete

satisfaction of Consultant. Any part of work not found meeting the requirement

shall be re-done by the contractor at his own cost. The decision of Consultant

shall be final and binding in all respect and nothing extra shall be payable in this

regard.


ii) The false ceiling finished to the required line and level shall be applied

with two coats of approved primer as per manufacturers specification and two

coats of approved quality and colour plastic emulsion paint.

iii) The work shall be got executed through specialized agency having

sufficient experience in such works to be approved by Consultant.

The first coat of finish shall be allowed to dry before final coat is

applied.

CUTOUTS FOR LIGHT AND A/C FIXTURES

Rate quoted shall include the cost of making cutouts required for fixing light

fixtures, air-conditioning diffusers, and fire detectors, etc. as well as for two coats

of primer suitable as per manufacturer's specifications. No extra payment shall be

made for making cutouts.

The rate also includes the cost of angle bead to be provided for vertical drops

as per drawing.

The area of vertical drops shall also be measured for payment.

5.8 SANITARY AND WATER SUPPLY

5.8.2.2 Drawings

Checked and approved drawings showing location of sanitary and water

supply fixtures will be furnished to the Contractor and all drawing so furnished shall

form a part of this specification. The Contractor shall refer these drawings for all

information contained thereon which pertains to and required for this work.

5.8.2.3 All connected works will be measured and paid under respective items

of work unless specifically mentioned otherwise.

5.8.4 Providing &Laying concealed PVC rain water line

The strength of the pipe shall be 4kg/sqcm. It shall be of approved make. It

shall be provided with all necessary specials. It shall be jointed with adhesive as per

the manufacturer’s specifications.

5.8.5 Specification for laying and jointing sanitary pipes

5.8.5.1 Jointing

1. Make sure the spigot end and inside of socket is clean and the sealing

ring is placed evenly in the socket

2. During cutting of pipes, make sure that they are cut square. Chamfer

the end cut to angle of 15o

with a medium file.

3. A correct depth of entry of the spigot into the socket is required to allow

thermal movement. To achieve this, push spigot fully into the socket (remove

sealing ring at this time) and make a mark on the spigot. Withdraw the spigot


by 10mm and mark the spigot with a bold line. This bold mark indicates the

correct depth of entry to allow the necessary expansion gap.

4. Apply rubber lubricant evenly on the chamfered spigot and the sealing

ring. Then insert the spigot into socket and pull out the pipe to allow 10mm

expansion gap.

5.8.5.2 Precautions

1. Avoid over tightening of door caps. Proper placement of rubber ring

should be confirmed before tightening

2. Avoid misalignment of vertical Pipe stacks and incorrect spacing of Pipe

clips.

3. Cutting of pipes should be straight, as diagonal cutting leads to

leakages.

4. All entry to main stacks should be protected with water seal trap,

wherever there is mixing of Soil & Waste lines.

5. Keep a gap of 10mm between all Pipes and Fittings to accommodate

thermal expansion and contraction of pipes for longer life of the system.

6. Horizontal lines within bathrooms should be cement encased and

tested before compacting of sunken floor to avoid any accidental damages.

5.8.5.3 Installation in walls/concrete

The wall/concrete slots should allow for a stress-free installation.

5.8.5.4 Testing Non-pressure Installation above ground

The PVC drainage system can be put to use immediately after

installation, as no waiting time required for joints to be set and dried. The

water level shall then be raised to a height of not less than three meters above

the highest point of the section being tested as directed by the Consultant.

Every joint shall be carefully examined for leaks

5.8.5.5 Providing & Laying PVC line for Sanitary application.

The strength of the pipe shall be to withstand 4kg/cm2

pressure rating. It shall

be of approved make. It shall be provided with all necessary specials. It shall be

jointed with manufacturer’s specifications.

5.8.6 PVC PIPNG

A. Transportation and Stacking

Because of the lightweight, there may be a tendency for the PVC

pipes to be thrown much more than their metal counterparts. This should be

discouraged and reasonable care should be taken in handling and storage to

prevent damage to the pipes. On no account should pipes be dragged along

the ground. Pipes should be given adequate support at all times. These pipes

should not be stacked in large piles, specially under warm temperature

conditions, as the bottom pipes may be distorted thus giving rise to difficulty in

pipe alignment and jointing. For temporary storage in the field, where racks

are not provided, care should be taken that the ground is level, and free from

loose stones. Pipes stored thus should not exceed three layers and should be

so stacked as to prevent movement. It is also recommended not to store one


pipe inside another. It is advisable to follow the practices mentioned as per IS

7634 - Part I.

Laying and Jointing procedure

B. Trench Preparation

The trench bed must be free from any rock projections. The trench

bottom where it is rocky and uneven a layer of sand or alluvial earth equal to

1/3 dia of pipe or 100mm whichever is less should be provided under the

pipes.

The trench bottom should be carefully examined for the presence of

hard objects such as flints, rock, projections or tree roots. In uniform, relatively

soft fine grained soils found to be free of such objects and where the trench

bottom can readily be brought to an even finish providing a uniform support

for the pipes over their lengths, the pipes may normally be laid directly on the

trench bottom. In other cases, the trench should be cut correspondingly deeper

and the pipes laid on a prepared under-bedding, which may be drawn from

the excavated material if suitable.

C. Laying and Jointing

As a rule, trenching should not be carried out too far ahead of pipe

laying. The trench should be as narrow as practicable. This may be kept from

0.30m over the outside diameter of pipe and depth may be kept at 1.0 to

1.2m depending upon traffic conditions. Pipe lengths are placed end to end

along the trench. The glued spigot an socket jointing technique as mentioned

later is adopted. The jointed lengths are then lowered in the trench and when

sufficient length has been laid, the trench is filled.

If trucks, lorries, or other heavy traffic will pass across the pipeline,

concrete tiles 600 x 600mm of suitable thickness and reinforcement should be

laid about 2m above the pipe to distribute the load. If the pipeline crosses a

river, the pipe should be buried at least 2m below bed level to protect the pipe.

For bending, the clened pipe is filled with sand and compacted by

trapping with wooden stick and pipe ends plugged. The pipe section is heated

with flame and the portion bent as required. The bend is then cooled with

water, the plug removed, the sand poured out and the pipe (bend) cooled

again. Heating in hot air over hot oil bath, hot gas or other heating devices

with solvent cement. Threaded joints are also feasible but are not

recommended. Jointing of PVC pipes can be made in following ways:

i) Solvent cement

ii) Rubber ring joint

iii) Flanged joint

iv) Threaded joint

For further details on laying & jointing of PVC pipes, reference can be

made to IS 4985-1998, IS 7634 - Part 1-3.

Socket and spigot joint is usually preferred for all PVC pipes upto

150mm in dia. The socket length should at least be one and half times the

outer dia for sizes upto 100mm dia and equal to the outer dia for larger sizes.

For pipe installation, solvent gluing is preferable to welding. The

glued spigot socket connection has greater strength than can ever be achieved


by welding. The surfaces to be glued are thoroghly scoured with dry cloth and

preferably chamfered to 30o. If the pipes have become heavily contaminated

by grease or oil, methylene cement is applied with a brush evenly to the

outside surface of the spigot on one pipe and to the inside of the socket on the

other. The spigot is then inserted immediately in the socket upto the shoulder

and thereafter a quarter (90o) turn is given to evenly distribute the cement over

the treated surface. The excess cement which is pushed out of the socket must

be removed at once with a clean cloth. Jointing must be carried out in

minimum possible time, time of making complete joint not being more than

one minute. Joints should not be disturbed for at least 5 minutes. Half

strength is attained in 30 minutes and full in 24 hours. Gluing should be

avoided in rainy or foggy weather, as the colour of glue will turn cloudy and

milky as a result of water contamination.

D. Pre-fabricated Connections

In laying, long lengths of pipe, prefabricated double socketed

connections are frequently used to join successive pipe lengths of either the

same or one size different. The socket in this case must be formed over a steel

mandrel. A short length of pipe is flared at both ends and used as the socket

connection. The mandrel used is sized such that the internal dia of the flared

socket matches the outer dia of the spigot to be connected. By proper sizing of

the two ends of a connector, it is possible to achieve reduction (or expansion)

of pipe size across the connector.

E. Standard Threaded Connections

Normally PVC pipes should not be threaded. For the connections of

PVC pipes to metal pipes, a piece of a special thick wall PVC connecting tube

threaded at one end is used. The other end is connected to the normal PVC

pipe by means of a glued spigot and socket joint. Before installation, the

condition of the threads should be carefully examined for cracks and

impurities.

Glue can be used for making joints leak proof. Yarn and other

materials generally used with metal pipe and fittings should not be used.

Generally, it is advisable to use PVC as the spigot portion of the joint.

F. Pressure Testing

The method which is commonly in use is filling the pipe with water,

taking care to evacuate any entrapped air and slowly raising the system to

appropriate test pressure. The field test pressure to be imposed should be not

less than the maximum of the following:

a. 1 1/2 times the maximum sustained operating pressure

b. 1 1/2 times the maximum pipeline static pressure

c. Sum of the maximum sustained operating pressure and the

maximum surge pressure.

d. Sum of the maximum pipeline static pressure and maximum

surge pressure, subject to a maximum equal to the work test pressure for

any pipe fitting incorporated.

After the specified test time has elapsed, usually one hour, a measured quantity

of water is pumped into the line to bring it to the original test pressure, if there


has been loss of pressure during the test. The pipe shall be judged to have

passed the test satisfactorily if the quantity of water required to restore the test

pressure of 30m for 24 hours does not exceed 1.5 litres per 10mm of nominal

bore for a length of 1 Km.

5.8.8 Providing &Constructing manholes

Manholes of different types and sizes as specified shall be constructed in the

sewer line at such places and to such levels and dimensions as shown in the drawings

or as directed by the engineer. The size indicate the inside dimensions of the

manhole.

5.8.8.1 Excavation and back filling shall be as per respective specifications.

5.8.8.2 Manhole shall be built on a bed of brickbat cement concrete 1:4:8 ( 1

cement : 4 sand : 8 brickbats of 40mm nominal size). The thickness of the bed

concrete shall be 150mm unless otherwise specified.

5.8.8.3 Brick work shall be in cement mortar 1:6 (1 cement : 6 sand). The

external joints of the brick masonry shall be finished smooth. The joints of the pipes

with the masonry shall be made perfectly leak-proof with cement concrete 1:2:4.

5.8.8.4 The brick walls of the manholes shall be plastered inside with 12mm

thick cement plaster 1:4 (1 cement : 4 sand ) finished smooth with a floating coat of

neat cement.

5.8.8.5 Channels and benching shall be in cement concrete 1:2:4 (1 cement : 2

sand : 4 graded stone aggregate).

5.8.8.6 All manholes deeper than 1.0m shall be provided with CI foot rest.

These shall be embedded 20 cm deep with 20x20x10 cm blocks of cement concrete

1:2:4 (1 cement : 2 sand : 4 graded stone aggregate). The block with CI foot rest

placed in its centre shall be cast-in-situ along with the masonry and the surface

finished with 12mm thick cement plaster 1:4 (1 cement : 4 sand) finished smooth.

Foot rests shall be fixed 30cm apart vertically and staggered the wall. The top foot

rest shall be 45 cm below the manhole cover. Foot rests shall be painted with coal

tar, the portion embedded in cement concrete block painted with thick cement slurry

before fixing.

5.8.8.7 The depth of channels and benching shall be as indicated in the table

given below.

Size of drain

(mm)

Top of channel at

the centre above bed

concrete (cm)

Depth of benching

at side walls above

bed concrete (cm)

100 15 20

150 20 30

200 25 35

250 30 40

300 35 45

350 40 50

400 45 55

450 50 60

5.8.8.8 CI manhole covers and frames shall conform to IS:1726. The covers

and frames shall be cleanly cast and they shall be free from air and sand holes and


from cold struts. They shall be neatly dressed and carefully trimmed. All casting shall

be free from voids whether due to shrinkage, gas inclusion or other causes. Cover

shall have a raised chequerred design on the top surfaces to provide an adequate

non slip grip. The cover shall be capable of easy opening and closing. It shall be

fitted in the frame in workmanship like manner. The cover shall be gas tight and

water tight. Covers and frames shall be coated with a black bitumenous paint. It shall

not flow when exposed to a temperature of 63 Deg. Cent. and shall not be brittle as

to chip off at temperature of 0 Deg.Cent.

5.8.8.9 Manhole cover and frame shall conform to medium duty 500 mm

internal diameter and shall weigh not less than 75kg unless otherwise mentioned in

the item description. (Weight of cover 58kg and weight of frame 58kg).

5.8.8.10 Manholes shall be measured in numbers. The depth of the manhole

shall be reckoned from top level of CI cover to the invert levels of channel. The depth

shall be measured correct to centrimetes.

5.8.8.11 Sewers of unequal sectional area shall not be jointed at the same invert

level in a manhole. The invert of the smaller sewer at its junction with main shall be,

at a height at least 2/3 the diameter of the main, above the invert of the main. The

branch sewer should deliver sewage in the manhole in the direction of main flow and

the junction must be made with care so that flow in the main is not impeded. No

drains from house fittings eg. GT, soilpipe etc. exceeding a length of 6m shall be

connected unless it is inevitable.

5.8.8.12 The frame of the manhole cover shall be firmly embedded to correct

alignment and levels in plain cement concrete 100mm thick 1:2:4 (1 cement :2 sand

:4 graded stone aggregate) on top of the brick masonry. After completion of the work

manhole covers shall be smeared by means of thick grease.

5.8.9 Providing & Constructing Soak pit

The earth excavation shall be carrying out to the exact dimensions as shown

in the drawing. The soak pit shall be constructed of honey-comb dry brick work of

250 mm thick in cement mortar 1:6, RCC 1:2:4 precast or cast-in-situ slabs 150 mm

thick for top cover with reinforcement, CI manhole cover 500 mm dia of 80 kg

weight, 150 mm dia SW tee, outlet vent, 75 mm dia CI pipe 2 m high fixed on

masonry pedestal with cowl and bituministic painting, refilling, watering,

consolidating etc., all complete.

5.9 Anti Termite Treatment

The chemicals used for anti termite treatment shall be Chloropyrifos E.C. with a

concentration of 1% (by weight) (5 lts. to be mixed with 100 lts. of water).

Method of Treatment

The treatment shall be as per IS specifications vide IS : 6313 part II 1981.

Treatment for Masonry Foundations and Basements

The bottom surface and the side (upto a height of about 300mm) of the

excavations made for masonry foundations and basements shall be treated with the

chemical at the rate of 5 litres per square metre surface area.

After the masonry foundations and the retaining wall of the basements come

up, the backfill in immediate contact with the foundation structure shall be treated at


the rate of 7.5 litres per square metre of vertical surface of the sub-structure for each

side. If water is used for ramming the earth fill, the chemical treatment shall be

carried out after the ramming operation is done by rodding the earth at 150 mm

centres close to the wall surface and working the rod backward and forward parallel

to the wall surface and spraying the chemical emulsion at the above dosage. After

the treatment, the soil should be tampted in place. The earth is usually returned in

layers and the treatment shall be carried out in similar stages. The chemical emulsion

shall be directed towards the masonry surfaces so that the earth in contact with these

surfaces is wall treated with the chemical.

Treatment for RCC Foundations and Basements

The treatment described in the above paras applies essentially to masonry

foundations where there are voids in the joints through which termites are able to

seek entry into the buildings. Hence the foundations require to be completely

enveloped by a chemical barrier. In the case of RCC foundations, the concrete is

dense being a (cement : fine aggregates : coarse aggregates, by volume) mix or

richer, the termite are unable to penetrate it. It is, therefore, unnecessary to start the

treatment from the bottom of excavations. The treatment shall start at a depth of

500mm below the ground level except when such ground level is raised or lowered

by filling or cutting after the foundations have been cast. In such case the depth of

500mm shall be determined from the new soil level resulting from the filling or

cutting mentioned above, and soil in immediate contact with the vertical surfaces of

RCC foundations shall be treated at the rate of 7.5 litres per square metre.

Treatment of Top Surface of Plinth Filling

The top surface of the consolidated earth within plinth walls shall be treated

with chemical emulsion at the rate of 5 litres per square meter of the surface before

the sand bed or sub-grade is laid. If the filled earth has been well rammed and the

surface does not allow the emulsion to see through, holes up to 50 to 75 mm deep at

150mm centres both ways may be made with 12mm diameter mild steel rod on the

surface to facilitate saturation of the soil with the chemical emulsion.

Treatment at Junction of the Wall and the Floor

Special care shall be taken to establish continuity of the vertical chemical

barrier on inner wall surface from ground level up to the level of the filled earth

surface. To achieve this, a small channel 30x30mm shall be made at all the junctions

of wall and columns with the floor (before laying the sub-grade) and rod holes made

in the channel upto the ground level 150mm apart and the iron rod moved

backward and forward to break up the earth and chemical emulsion poured along

the channel at the rate of 7.5 litres per square metre of the vertical wall or column

surface so as to soak the soil right to the bottom. The soil should be tamped back

into place after this operation.

Treatment of Soil along External Perimeter of Building

After the building is complete, the earth along the external perimeter of the

building should be rodded at intervals of 150mm and to a depth of 300mm. The

rods should be moved backward and forward parallel to the wall to break up the

earth and chemical emulsion poured along the wall at the rate of 7.5 litres per square

metres of vertical surfaces. After the treatment, the earth should be tampted back


into place. Should the earth outside the building be graded on completion of

building, this treatment should be carried out on completion of such grading.

In the event of filling being more than 300mm, the external perimeter

treatment shall extend to the full depth of filling up to the ground level so as to

ensure continuity of the chemical barrier.

5.8.0 DISMANTLING AND DEMOLITION

5.8.1 General

The term dismantling implies carefully taking up or down and removing

without damage. This shall consist of dismantling one or more parts of the building

as specified or shown on the drawings.

The term Demolition implies taking up or down or breaking up. This shall

consist of demolishing whole or part of work including all relevant items as specified

or shown on drawings.

5.8.2 Precautions

Necessary propping, shoring and /or underpinning shall be provided for the

safety of the adjoining work or property, which is to be left in tact, before dismantling

and demolishing is taken up and the work shall be carried out in such a way that no

damage is caused to the adjoining work or property.

Wherever required, temporary enclosures or partitions/barricades shall also be

provided. Necessary precautions shall be taken to keep the dust-nuisance down

as and when necessary.

Dismantling shall be commenced in a systematic manner. All materials which

are likely to be damaged by dropping from a height or demolishing roofs, masonry

etc., shall be carefully dismantled first. The dismantled articles shall be passed by

hand where necessary and lowered to the ground and not thrown. The materials

then be properly stacked as directed by the Consultant. Methodology of dismantling

shall be got approved in toto by Consultant prior to take up work at site.

All materials obtained from dismantling or demolition shall be the property of

CIAL unless otherwise specified and shall be kept in safe custody until handed over

to the Consultant.

Any serviceable material, obtained during dismantling or demolition shall be

separated out and stacked properly as indicated by the Consultant within a lead of

150m, or as specified in the item. All under serviceable materials, rubbish etc., shall

be disposed off as directed by the Consultant.


LIST OF APPROVED MAKE

1 Cement Malabar, Ultra tech, Zuari, Ramco, ACC,

India Cements or equivalent as approved

2 Steel TATA, SAIL, TISCO, IISCO, VIZAG or

equivalent as approved

3 Teak Wood Best Quality Plantation teak

4 Hard wood Best Quality treated jack, sal wood, Irul,

Anjili, Thambakom

5 Vitrified tile HR & Johnson, Euro, Asian, Kerroges or

equivalent as approved.

6 Ceramic Tiles Naveen, Kajaria, Bell, Regency, Johnson, HR

&Johnson or equivalent as approved.

7 Cement Concrete floor

tiles

Eurocon Tiles, Ultra Tiles , Excello or


8 Integrated water

proofing

India water proofing or equivalent as

approved

9 Water proofing

compound

Roffe, Fosroc, Sika, Pidilite or equivalent as

approved

10 Paint, Distemper ICI, Berger, Asian, Jotun, Garwar or


11 Water Proof Cement

paint

Super snowcem, Supercem or equivalent as

approved

12 Sealers ICI, Berger, Asian or equivalent as approved

13 Wall Putty Altec, NCL, Berger, ICI or equivalent as

approved

14 Primer Altek, Berger, Asian, ICI or equivalent as

approved

15 Melamine Polish Duco, MRF, ICI or equivalent as approved

16 Rolling shutter Kaniampuram, Jacobs Engg. Works or


17 Sanitary fittings Hindware, Parryware , Cera or equivalent as

approved

18 Plumbing Fixtures Nova, Essco, Gem, Jaquar or equivalent as

approved

19 Polyethylene Storage Sintex or equivalent as approved


tank

20 Door handles Ozone, Godrej, Dorset or equivalent as

approved

21 Door Hinges (Heavy

Duty brass oxidized)

Hafele, Godrej (or) ozone equivalent as

approved

22 Auto Closer Hinges Blum, Hafele (or) ozone equivalent as

approved

23 Draw sliders Blum, Mepla, Grass (or) ozone equivalent as

approved

24 Door closer, Floor

Spring

Everite, Dyna, ozone, Door King (or)


25 Anchor Fasteners HILTI, Fischer or equivalent as approved

26 RCC Hume Pipe Thuluvilanickal/Thirunelveli Spun Pipe,

Michel & Michel or equivalent as approved

27 Gypsum Saint Gobain Gypsum or equivalent as

approved

28 Manhole cover Neco, Areco or equivalent as approved

29 GI pipe & specials Tata, Zenith, Jindal or equivalent as

approved

30 PVC, CPVC, PPR pipe

specials

Supreme, Finolex or equivalent as approved

31 CI pipe & specials Electro steel, SAIL or equivalent as approved

32 CI valve Kirlosker, L & T, Leader or equivalent as

approved

33 MS pipe & specials Tata, Zenith, Jindal or equivalent as

approved

34 HDPE pipe & specials Hasthi, Manikya, Kodoor or equivalent as

approved

35 Stainless steel sink Diamond or equivalent as approved

36 SS Hand Rails D Line, Sky Port or equivalent as approved

37 Galvalume Roofing

sheet

LLOYD Insulations (India) Ltd, Tata Blue

Scope, InterarchCrilColour Roof (India ) Ltd

or equivalent as approved

38. Clypboard false ceiling

and suspension system

India Gypsum Ltd or equivalent as approved


39 Metallic Hardener Kironite or equivalent as approved

40 Ball bearings SKF, FAG, KOYO or equivalent as approved

41 Laminate Formica, Greenlam, National, Century,

Decolam, or equivalent as approved

42 Pre engineered Building

system

Kirby, Tata Blue Scope Lloyd Insulation

(India) Ltd or equivalent as approved

43 Plain float glass &

Mirror

Saint Gobain, Asahi, Modiguard, Athul or


44. Marine Plywood &

Veneer

Century, Tata Consowood, Kitply, Anchor,

Green ply or equivalent as approved

45 Mortice locks/locks,

Latch

Godrej, Hafele , ozone ,ECIE equivalent as

approved,

46 Aluminium composite

panel

Durabuild, Alcomex (Dongshine) or


47 Polycarbonate GE Lexan, Macrolux or equivalent as

approved

48 Suncontrol firm Garware, 3M or equivalent as approved

49 Bison board Bison panel, PE or equivalent as approved

50 Aluminium

extensions/sheets

Hindalco or equivalent as approved

51 Epoxy Fosroc, STP Ltd, Cera-chem or equivalent as

approved

52 Secondary

Reinforcement

Recron3S or equivalent as approved

53 Silicon Sealant Dow corning, GE Silicon or equivalent as

approved

54 Particle board Novapan (Exterior Grade) Jacksons (Exterior

grade) or equivalent as approved

55 Steel Windows,

Ventilators

Seccolor ECO 3000 Series, Madhu Industries

or equivalent as approved

56 Aluminium Ceiling

Panels

Armstrong or equivalent as approved

57 Centrifugal roof

mounted fans

Kruger, System air Nicotra or equivalent as

approved


ELECTRICAL

1. QUALITY OF MATERIALS

The contractor shall use only equipment and materials of approved make and

quality in the work with ISI certificate. In case of items for which ISI

certification is not available, the approval of KMSCL shall be obtained before

arranging supply and installation. The equipment, Switchboards, Cables,

Cable racks, Supports, Wiring conduits etc., should be installed as per IE rules,

IS specifications & standards.

2. WIRING IN BUILDINGS FOR LIGHT, FAN AND POWER

1. All materials supplied shall have ISI marks and if ISI marks are not

available, they shall be of approved make and quality approved by the

KMSCL. The enclosures for switches, sockets, regulators, outlets etc.,

shall be of recessed /surface mounted type as required. The enclosure

shall be made of sheet-steel and painted. Best quality switches, plugs,

mounting plates, metal boxes etc., as specified in the schedule alone

shall be permitted to be used.

2. Single core stranded copper conductor, FRLS PVC insulated,

unsheathed 1100V grade, shall be used for wiring.

3. Wiring shall be done as per following:-

Circuit wiring : 1.5 Sq. mm

Light/Fan/6A plug points : 1.5 Sq. mm

16 Amps, 230 V plug points : 2.5 Sq. m

20 Amps 230V/440V plug points : 4.0 Sq. mm

Flexible cord for connecting

Light/Fan etc. : 0.5 Sq. mm

4. Red, Blue and Yellow wires shall be used for the phases, black for the

neutral and green for covered earthing conductor.

5. The number of wires in conduits shall not exceed those permitted by

the relevant BIS code of practice.

6. Conduit size shall be so selected that the maximum number PVC

insulated cobles including earth conductor that drawn in one conduit

shall not exceed the numbers shown in the table below. Maximum

number of PVC insulated 650V/1100V Grade Aluminium/Copper

Conductor cable as per IS-1990.


Normal cross section area of

conductor in Sqmm

20mm 25mm 32mm 38mm

S

B

S

B

S

B

S

B

1.50 5

4

10

8

18

12

2.50 5

3

8

6

12

10

4.00 3

2

6

5

10

8

6.00 2 5

4

8

7

10.00 2 4

3

6

5

8

6

16.00 2

2

3

3

6

5

10

7

Note:

i) Column headed ‘s’ apply to runs of conduits which have distance not

exceeding 4.25mm between draw in boxes and which do not deflect from

straight by an angle of more than 15 degrees. the columns headed ‘B’ apply

run of conduits which deflect from the straight by an angle of more than 15

degree.

ii) The minimum size of conduit shall be 20mm for lighting and 25mm for power

wiring.

7. The total load on a lighting sub circuit shall be 800 Watts. Number of

points shall not exceed 10. And the total load on a power sub circuit

shall be 3000Watts and there ahall not more than 2 outlets in a power

sub-Circuit. And there shall be separate circuit for power and lighting.

Separate circuit should be provided for all power socket outlets of 20

Amps or higher.

8. The total load on any distribution board shall be, as far as possible

equally distributed over the three phases.

9. Only ISI marked rigid PVC conduit and accessories shall be used for

wiring.

10. Only three point ceiling roses shall be used. One run of 1.5/2.5/4.0

Sq.mm PVC insulated copper wire as earth continuity conductor along

with the circuit wiring inside the conduit and 1.5/2.5/4.0 Sq.mm FRLS

PVC insulated copper as earth continuity conductor along with the

point wiring shall be installed in the system. All non-current carrying

metal parts of the wiring and fixtures shall be earthed using this wire.


11. Circuit wiring shall include wiring from distribution board up to the

control board.

12. Point wiring shall include wiring from the control board up to all the

outlets in the point. Wiring shall be carried out by the looping back

system. All connections shall be done only inside the inspection boxes,

junction boxes or enclosures at an accessible position. No running

joints shall be made in the wiring.

3. AS-BUILT DRAWINGS

After completion of work, the contractor shall prepare and submit to the

Owner all as-built drawings giving complete details of the electrical

installations.

4. ERECTION OF EQUIPMENTS SUPPLIED BY THE OWNER

The cases containing the equipment (being supplied by the owner) shall be

handed over to the contractor. The contractor shall make his own

arrangements for the erection at site or it has to make .

5. LIGHT FITTTINGS

5.1 Surface cum recess mounting luminaries with paralite p5 louvre

perorded sheet for GB/As/POP CeILING approved equivalent and

Mirror optics of 2x 36W and 2x18 –suitable for 2x2 and 1x1 feet

5.2 Supply and installation Supply and fixing of tube light fittings of 1x28

W with frosted acrylic diffuser and snap on installer and domestic

electronic ballast with T 5 FTL.

5.3 Recess mounting 2 x 28 T5 fluorescent lamp mirror optic luminaire

with Epoxy white powder coated. CRCA sheet steel housing

4. EXHAUST FAN: Supply, conveyance, installation, testing and commissioning

of the following sizes of exhaust fans, fixing necessary bolt and nuts, making

good the damages etc. as required including giving connections with required

length of 24/0.20mm PVC insulated and PVC sheathed 3 core round copper

conductor flex wire conforming to relevant ISS. 250mm single phase, lightduty

with self opening lovers.

5. Shock and first aid charts in T/W frame

6. FIRE EXTINGUISHER: Supply and installation of ABC type dry powder fire

extinguisher of 2 kg. Capacity complete with initial charges and installation

brackets.


7. MAKE OF MATERIALS

Sl.

No.

Description Approved makes

1. ELCB/RCBO, MCBs, DBs Legrand, Siemens, ABB, Havells

2. FRLS PVC wire Finolex, RR kabel, V-guard

3.

PVC Electrical Conduit and

accessories.

Avonplast, Balco, Konseal,Geo

4. Modular Switch & Socket

Crabtree Athena ,Legrand-

Mosaic,Siemens-Delta vega,

5. 20A metal clad plug & socket Legrand, Siemens, ABB,

6. Light Fittings: Wipro,Havels,ABB,Philips

7. Fan Crompton, Almonard. Kaithan

NETWORKING & LAN CABLING FOR KCP

Cat 6 cable should be used for LAN cabling and to start from the user

positions to a wall outlet from there to the patch panel installed at the rack at the

sub store area near to server space. One meter patch code will be used for

connecting between patch panel and switch. Straight crimping should be done for

the Data (Cat 6) lines. The user position has a wall outlet(Information Outlet) and

this links into the PC on your desk via a patch cord having 2 meter length. The

above mentioned IO should be from a branded company like “Belkin or Cisco”

and also it should consist of one Rj45 female jack (I/O). The backbone cabling

from all the nodes should reach the patch panel installed at the 4U rack with

proper crimping. Each connection from the node to the switch should be

labeled/numbered properly. The Cat 6 cable should be laid above the false ceiling

using PVC conduits and PVC casing cap up to the false ceiling level . Cat 5 cables

should be used for Telephone cabling and to start from the user positions to a

wall outlet from there to the Modem installed at the 4U rack near to server space

inside sub store area. Straight crimping should be done for the Voice (Cat 5) lines.

The user position has a wall outlet and this links into the telephone equipment at

the counter. The above mentioned wall outlet should be from a branded

company like “Belkin or Cisco” and also it should consist of one Rj11 female jack

(I/O). The backbone cabling from all the nodes should reach the modem installed

at the server space. Each connection from the I/O to the modem should be

labeled/numbered properly. The Cat 5 cable should be laid through PVC casing

and cap up to the false ceiling level then above the false ceiling PVC conduit.


Networking & Telephone

MAKE OF ITEMS

Sl.No. DESCRIPTION UNIT

1 RJ 45 female Jack with Shutter in 3X3 surface mount box for

information out let – Data UNIT

2 supply of cat 6 utp cable -(100% solid bear copper cable, ETL

certified, UL listed product) Mtr

3 RJ 11 female Jack with Shutter in 3X3 surface mount box for

information out let – Voice UNIT

4 supply of cat 5 utp cable -(100% solid bear copper cable, ETL

certified, UL listed product) Mtr

5 4U Rack with Accessories UNIT

6 CAT6 Patch Panel 16 Port UNIT

6 Network Switch 16 Port UNIT

7 Supply of branded 1mtr patch codes - Cat 6- Patch panel to

switch. UNIT

7 Supply of branded 2mtr patch codes - Cat 6- IO to System. UNIT

8 PVC Casing and Capping with conduits/flexible etc (Press feel (ISI

Mark) or any other ISI mark (25mm casing/conduits) Mtr

9 Supply, laying and terminating 4 pair CAT6 UTP cable Mtr

10 Supply, laying and terminating 4 pair CAT5 UTP cable Mtr

Sl.No. ITEMS MAKE

1. Cat 6/Cat5 cable Belkin/Dlink/CISCO/

2. RJ 45 i/o Belkin/Dlink

3. Switch (16 port) Cisco/Belkin/Dlink

4. RJ11 i/o Belkin/Dlink

5. Patch Code 2Mtr/1Mtr-cat6 D link/Belkin/Cisco

6. Patch Pannel-cat6 Repotech/Linkbasic/intellinet/Dlink

6. 4U Rack Valrack/President


ANNEXURE I

DECLARATION BY TENDERER

I …………………………………………………. hereby declare that I am not related

to an Employee of the KMSCL, Trivandrum who is in charge of or having control of

this work. I agree that if at any stage it is proved that this declaration is untrue, the

Earnest Money / Security Deposit paid by me will be forfeited and the Contract

entered will stand cancelled. It is understood that the relationship with KMSCL

Trivandrum Employee referred to herein will be restricted to my father, Mother, Son,

Daughter, Brother, Sister, Direct Uncle, Nephew, Father –in-Law, Mother-In-Law,

Brother-in-Law, Sister-in-law and first Cousin of the Employee concerned.

SIGNATURE OF THE TENDERER

Place :

Date :


ANNEXURE-II

ARTICLES OF AGREEMENT

ARTICLES OF AGREEMENT made on ______________at Trivandrum, between

KMSCL,having their Registered Office at

…………………………………………………………..Trivandrum, hereinafter called

the “KMSCL“(which expression shall, unless it be repugnant to the context or

meaning thereof, mean and include its successors and assigns) of THE FIRST PART

`and _________________________________, having its Registered Office at

______________________________, hereinafter called the “Contractor” (which

expression shall, unless it be repugnant to the context or meaning thereof, mean and

include its successors) of THE SECOND PART.

AND WHEREAS The KMSCL is desirous of carrying out Construction Works and

particularly Civil Works for Proposed

…………………………………………………..on its Project Site premises at

………………………….Trivandrum, KERALA. (herein after called the “Work”

AND WHEREAS the Contractor has offered to carry out the work and the KMSCL

has agreed to award the work to the Contractor on certain terms and conditions

which the parties are desirous of recording.

NOW THIS AGREEMENT WITNESSETH AND IT IS HEREBY AGREED BY AND

BETWEEN THE PARTIES HERETO AS FOLLOWS:

1. The KMSCL and the Contractor agree that The Letter of Intent / Work order

issued by KMSCL and all correspondence between KMSCL and the contractor prior

to issue of LOI/ Work order along with the Notice Inviting Tender, Instructions to

tenderers Tender Form, General Conditions of Contract, Special Conditions,

Technical Specifications, Unit Specifications, Detailed Specifications, Schedule/Bill of

Quantities and Contract Drawings, etc. defined in greater detail as “Contract

Documents” in the General Conditions shall form an integral part of this Agreement.

2. For the consideration hereinafter mentioned the Contractor shall, upon and

subject to the “Contract Documents” annexed hereto carry out the said Work.

3. In consideration of the Contractor carrying out the Work, The KMSCL shall pay to

the Contractor a sum of Rs.________________ (hereinafter referred to as the

“Contractor Sum” ) or such other sums as shall be payable hereunder at the times

and in the manner specified herein and the General Conditions annexed hereto.

4. The said Contract Documents hereto shall be read and construed as forming part

of this Agreement and the parties hereto shall respectively abide by and submit

themselves to the Contract Documents. The Contractor has no right to assign this

agreement without the consent of KMSCL.


5. The Contract shall be a PERCENTAGE RATE CONTRACT. The Contract Sum

as stated herein is subject to addition & deduction. The Contract Sum payable to the

Contractor shall be determined by applying the quoted percentage variation to the

Item/Unit Rates in the Schedule/Bills of Quantities attached hereto or such other rates

as may be agreed to in writing as variation to the Contract to the as-built quantities

measured upon completion of the Work.

6. The Contractor has scrutinized all Drawings, Schedule/Bill of Quantities,

Specifications and Conditions of Contract and has visited the site to co-relate the

drawings and design intent to the site conditions and Contractor confirms that his

prices included in the Schedule/Bill of Quantities have been determined on the basis

of such scrutiny of the documents and site conditions.

7. The quantities of pay items shall be measured net after installation in accordance

with the units of measurements indicated against each item irrespective of any local

custom or practice to the contrary. The Contractor has allowed for all wastage and

additional costs, if any, in his prices.

8. The detailed drawings and item descriptions in the Schedule/Bill of Quantities are

not exhaustive. They are indicative of the general design intent. The Contractor’s

price is inclusive of all component and finishes required to achieve the design intent

of each individual item and for co-ordination of details for inter-related items.

9. All disputes arising out of or in any way connected within this agreement shall be

deemed to have arisen in Trivandrum and only courts in Trivandrum shall have

jurisdiction to determine the same.

IN WITNESS WHEREOF the KMSCL has set and subscribed its hands and seals and

the Contractor has caused its Common Seal to be affixed hereunto on the Day and

Year herein above written.

SIGNED SEALED AND DELIVERED BY Shri.____________________, the duly

constituted attorney for the KMSCL____________________.

Signature of KMSCL: ____________________

In the presence of : Mr. ____________________

Signature of Witness1: _____________________


Signature of Witness 2: ___________________


SIGNED SEALED AND DELIVERED BY Shri. ____________________, the duly

constituted attorney for the Contractor ____________________.

Signature of Contractor: ____________________


Signature of Witness 1: _____________________


Signature of Witness 2: _____________________


ANNEXURE III

BANK GUARANTEE FORMAT

To

The Kerala Medical Services Corporation Limited

(Address)

WHEREAS _____________________________ (Name and address of the Contractor)

(Hereinafter called “the Contractor”) has undertaken, in pursuance of contract

no________________________ dated _____________ (herein after called “the contract”)

to supply The Kerala Medical Services Corporation

Limited, (address) with ……………………………. (description of work).

AND WHEREAS it has been stipulated by you in the said contract that the Contractor

shall furnish you with a bank guarantee by a scheduled commercial bank recognised by

you for the sum specified therein as security for compliance with its obligations in

accordance with the contract;

AND WHEREAS we have agreed to give the Contractor such a bank guarantee;

NOW THEREFORE we hereby affirm that we are guarantors and responsible to you, on

behalf of the supplier, up to a total amount of ________________________ (Amount of

the guarantee in words and figures), and we undertake to pay you, upon your first

written demand declaring the supplier to be in default under the contract and without

cavil or argument, any sum or sums within the limits of (amount of guarantee) as

aforesaid, without your needing to prove or to show grounds or reasons for your

demand or the sum specified therein.

We hereby waive the necessity of your demanding the said debt from the supplier before

presenting us with the demand.

We undertake to pay you any money so demanded notwithstanding any dispute or

disputes raised by the supplier(s) in any suit or proceeding pending before any Court or

Tribunal relating thereto our liability under these presents being absolute and

unequivocal.

We agree that no change or addition to or other modification of the terms of the contract

to be performed there under or of any of the contract documents which may be made

between you and the supplier shall in any way release us from any liability under this

guarantee and we hereby waive notice of any such change, addition or modification.

No action, event, or condition that by any applicable law should operate to discharge us

from liability, hereunder shall have any effect and we hereby waive any right we may

have to apply such law, so that in all respects our liability hereunder shall be irrevocable

and except as stated herein, unconditional in all respects.

This guarantee will not be discharged due to the change in the constitution of the Bank

or the Contractor(s).


We, ________________________________________ (indicate the name of bank) lastly

undertake not to revoke this guarantee during its currency except with the previous

consent, in writing, of The Kerala Medical Services Corporation Limited.

This Guarantee will remain in force up to (Date). Unless a claim or a demand in writing

is made against the bank in terms of this guarantee on or before the expiry of (Date) all

your rights in the said guarantee shall be forfeited and we shall be relieved and

discharged from all the liability thereunder irrespective of whether the original guarantee

is received by us or not.

(Signature with date of the authorised officer of the Bank)

………………………………………………………….

Name and designation of the officer

………………………………………………………….

………………………………………………………….

Seal, name & address of the Bank and address of the Branch


ANNEXURE IV

CHECK LIST

Sl.No Item Whether included

Yes / No

Page

No.

1 Check list as per Annexure IV.

2 General information about the tenderer as per

Annexure V.

3 Power of Attorney as per format in Annexure

VII.

4 The Earnest Money Deposit as DD

5 Performa for per qualification of Contractor

6

documents such as articles of

association/partnership deed etc, proof of

incorporation, proving the registration of place

of business and showing the details of

partners/promoters/board of directors etc.

7

Attested audited copies of the P& L Accounts,

Balance Sheet, annual report for the last three

completed years certified by the auditors.

8 Annual turnover statement for last three years

certified by the auditor

9 Attested copy of IT returns filed for the last

three completed years.

10

Copy of the complete tender document duly

signed in all pages by the tenderer or the

authorised signatory.


ANNEXURE V

KERALA MEDICAL SERVICES CORPORATION LTD

GENERAL INFORMATION ABOUT THE TENDERER

1 Name of the Tenderer

2.

Registered Address of the

company:

(Address, tel, fax, e-mail, website)

3. Office Address

E-mail

website

4. Contact Person

Designation

Mobile Phone No

Telephone No

Fax No

e-mail

5.

Key Personnel :

(Chairman / Managing

Director/Managing Partner etc)

7.

Registration No. & Date of

Incorporation of Company

8. Principal Place of Business

9.

Act/Rule under which the firm

was registered

10.

Type of Company

(Limited, Pvt. Ltd, Partnership,

Proprietary, PSU, etc.)

11. Turn Over of the company

2009-10

2010-11

2011-12


12.

Number of offices / centers in

Kerala/South India/India

13.

Whether any criminal case was

registered against the company

or any of its promoters in the

past

Yes/ No

14.

Other relevant Information

provided *

* here enclose the details such as presentation on the details of the tenderer in a CD

preferably (please avoid submission of detailed leaflets/brochures etc, if possible)

Date

Office seal

Signature of the

tenderer/Authorised signatory


Ann ANNEXURE VI

PROFORMA FOR PREQUALIFICATION OF CONTRACTORS

Details of facility of constructed with minimum ……………..during the last 3 years.

Project

Name

Name

of the

Client

Descri

ption

of

Work

(Type

of

Buildi

ng)

Cont

ract

No.

Value of

Contract

(Rs. in

crores)

Date of

Work

Order

Stipulated

Period of

Completion

Actual

period of

completion

Remarks

Explain

Reasons

for

delay, if

any.

Enclose satisfactory completion certificate and date of completion from the

concerned Engineer-in-charge not below the rank of Executive Engineer in the case

of Govt. or Chief executive /Chief Project Manager in the case of Private

Organization.

SIGNATURE OF BIDDER


ANNEXURE VII

POWER OF ATTORNEY

(On a Stamp Paper of relevant value)

I/ We………………………………………………….(name and address of the

registered office) do hereby constitute, appoint and authorise Sri/Smt

………………………………………………..…(name and address) who is presently

employed with us and holding the position of

……………………………………………. As our attorney, to act and sign on my/our

behalf to participate in the tender no…………………………………… for

…………………………………….

I/ We hereby also undertake that I/we will be responsible for all action of

Sri/Smt.……………………………………….. undertaken by him/her during the tender

process and thereafter on award of the contract. His / her signature is attested below

Dated this the ___day of 2013

For__________________

(Name, Designation and Address)


ANNEXURE-VIII

TENDER SCHEDULE OF QUANTITIES AND RATES

Construction of KCP outlet at Karunagapally

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DESCRIPTION UNIT QTY RATE

Rs. Ps.

AMOUNT

Rs. Ps.

PART -A Civil works

1 Clearing light jungle and other

overgrowths of vegetations and small trees

of girth upto 30 cm including rooting out

and removal of rubbish upto a distance of

150 m outside the periphery of the area

cleared including all labour charges etc

complete.

1sqm 40.00 4.34 173.60

2 Excavation for foundation in ordinary soil

including cutting, conveying and dumping

the excavated soil in the required places

within an initial lead of 50 mtrs and for all

depths and including charges for back

filling the sides of the foundation and for

filling the yard with the same soil

excavated and stacked at site including

charges for breaking clods, watering,

ramming etc. complete(for road crossing,

cable duct etc. if needed)

M3

40.00 178.00 7120.00

3 Filling with contractors own soil from

places of availability and filling in layers as

instructed by site in charge including

conveyance to site, laying and spreading in

layers including all leads and lifts, breaking

clods, including all labour charges etc.

complete.

M3

55.00 482.00 26510.00

4 Cement concrete 1:4:8 (1cement, 4sand

and 8 broken stone) using 40mm nominal

size granite broken stones for levelling

course including cost and conveyance of

all materials to site watering for curing,

hire and labour charges for all formwork

etc.complete including all lift charges and

for all depths of foundations at all levels.

m3

20.00 5674.00 113480.00

5 Random rubble masonry in cement mortar

1:8 ( 1cement and 8 sand) for forming the

super structure etc.including dressing the

stones on face suitable for plastering or

simultaneous pointing to the exposed faces

with the same mortar etc. including cost

and conveyance of all materials to site,

labour charges, watering for curing etc.

complete for all levels.

cum 34.00 3778.00 128452.00

1


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Rs. Ps.

AMOUNT

Rs. Ps.

6 Providing and applying Antitermite

treatment by injecting chemical emulsion

concentrate 1% chloropyrifos or Chlordane

emulsiable concentrate 1% for pre

constructional treatment and creating a

chemical barrier as per IS 6313(Part II)

1981 for wall trenches, foundation, to

surface of plinth filling, foundation of wall

and floor, along the external perimeter of

the building, etc. complete and

conforming to manufacturers

specification .(measurement shall be taken

along the plinth area only)

sqm 110.00 80.85 8893.50

7 Providing and laying plain cement concrete

1:2:4 using 20 mm nominal size broken

stone, laying to line and level,

consolidating, watering, curing, etc. comple

m3

3.00 8340.00 25020.00

8 Reinforcement for R.C.C.works, bent,

cold, tied with binding wire and placed in

position (plain grill requiring bending cold)

using TOR Steel (TOR 40) including cost


labour charges etc. complete for all floors

for all heights.

qtl 1.50 7290.00 10,935.00

9 Masonry with solid concrete blocks, blocks

of size 40cm x 20cm x 20cm, Grade D of

block density not less than 1800 kg/m3 and

average compressive strength of 4N/mm2

and minimum strength of individual blocks

3.20 N/mm2 (as specified in IS 2185 (part

I) - 1979 Grade D, blocks constructed with

cement mortar 1:6 (1cement , 6sand) for

10 cm thick walls including cost and

conveyance of all materials to site, labour

charges, hire and labour for scaffolding, etc

complete.

m3

32.00 3769.00 1,20,608.00

10 Plastering with cement mortar 1:5 (1

cement & 5 sand) 12mm thick one coat

floated hard and trowelled smooth

including cost and conveyance of all

materials to site, labour charges, hire

charges for scaffolding, watering for curing

etc. complete for all floors for all heights.

M2

415.00 211.00 87,565.00

2


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Rs. Ps.

AMOUNT

Rs. Ps.

11 Applying cement primer, primer adoptable

for the base coat of Acrylic emulsion paints

manufactured by any reputed paint

company such as ICI, Nerolac, Asian paints

or any equivalent to be approved applied

over the plastered surface after cleaning the

surface, chipping and removing any

drppings, filling and levelling all the voids

and perforations with modifed mortar of

cement and primer mixed together and

applying one coat of cement primer by

brush in thick consistency without thinning

the manufactured paint, brush application

of each stroke overlapping the previous

stroke and repeating brushing to bring the

application to even colour surface etc for

inside walls including cost and conveyance

of all materials to site, labour charges, hire

charges for scaffolding, watering, curing

etc. complete for all floors

M2 360.00 28.00 10080.00

12 Painting the outside walls with two or

more coats of 100% acrylic exterior

emulsion paint of approved brand and

colour (weather coat of any approved

manufacturer such as Berger or apcolite

apex of Asian ICI,Nerolac etc or

equivalent ) having protection against

fungal growth ,flaking ,fading alkali and UV

degradation and to give an even shade

with required finish including cleaning the

surfaces,filling the crevices with approved

filler ,scaffolding curing etc,complete or as

per specification 2 or more coat over a

priming coat of white cement after scraping

and levelling to smooth even finish and

sand papering including cost of priming

coat with white cement, cost and


charges, hire charges for scaffolding, etc.

complete.

M2 124.68 171.00 21320.28

3


Sl.N

o


Rs. Ps.

AMOUNT

Rs. Ps.

13 Painting with plastic emulsion paint of

approved color and quality two coats over

two coats of wall putty applied with blade

to a smooth surface over a primary coat of

white cement ( putty made of from any

approved manufacturer) (rate for applying

wall putty paid separately) for inside walls


materials to site, labour charges, hire

charges for scaffolding, watering, curing

etc. complete for all floors

M2

235 84.00 19740.00

14 Finishing the inside walls with wall putty,

made of any approved manufacturer and

approved by the Architect applied with

blade two or more coats and sand

papering to smooth even level, putty of

ready made standard and quality by

approved manufacturer including cost


labour charges, hire charges for

scaffolding,etc.complete for all floors for all

heights.

M2

200.00 84.00 16800.00

15 Dadoing the walls with best quality glazed

tiles (colour to be approved by Architect )

200 mm x 300mm or nearest size 1st class

tiles, Tiles of Johnson and

Johnson,Somany, Naveen, Spartek, Bell,

Regency or any other equivalent company

to be approved by the

Architect/Consultant, fixing the tiles after

applying a coat of cement mortar 1:3,

9mm thick with a neat flushing coat with

cement grout and fixing the tiles to correct

lines and plumb with paper tight joint and

pointing with white cement etc. including

extra charges for chamfering the edges,

forming silt pits etc. with cost and


charges etc. complete for all floors.

M2

14.00 1010.00 14140.00

4


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Rs. Ps.

AMOUNT

Rs. Ps.

16 Providing floor finish with ordinary

Ceramic tiles rectified variety non skid in

the straight edge cross section of the

quality of any of the following company

Bell/ Naveen/ Johnson Spartek/ Regency of

approved colour (Exact shade to be got

approved by the Architect) of size 400mm

X 400 mm or 600mmx600mm nearest

thickness 7mm or nearest, 1 st class tiles in

all floors, laying in cement mortar 1:6,

12mm thick with a neat cement flushing

coat including chamfering edges, forming

silt pit etc. and closing the joints with white

cement to correct lines and levels


materials to site, labour charges, charges

for cutting, laying and finishing to the

required level/slope etc. complete.

M2

4 1105.00 4420.00

17 Providing floor finish with superior quality

polished vitrified Ceramic tiles of tough

texture with the same surfacing through

and through of the cross-section of size of

60 x 60 cm and thickness 7.5mm or

nearest of color as specified (Exact shade

to be got approved by the Architect)

laying in cement mortar 1:6, 12mm thick

with a neat cement flushing coat grouting

and closing the joints with white cement

with necessary color added including cost


labour charges, charges for laying and

finishing to the required level/slope for all

floors etc. complete.

M2

115.00 1438.00 165370.00

5


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Rs. Ps.

AMOUNT

Rs. Ps.

18 Providing floor finish with pressed cement

tiles of any approved brand as required by

the Architect or any other tile of equivalent

specification, tiles manufactured with

cement , metal, sand aggregate and

chemical of pigments, surface plain /

antiskid, water absorption less than 3%,

compressive strength>50 kg/cm2, abrasion

test conducted as said in IS 1237-1980, the

average wear should not exceed 2.50mm,

laying in cement mortar 1:6, 12mm thick

with necessary pure grout for proper

binding of the tiles, grouting and closing

the joints with white cement, with

necessary colour added, including cost


labour charges for laying and finishing to

the required level/slope etc for steps etc.

complete.

M2 4.00 1184 4736

19 Paving the parking area with hydraulic

pressed cement concrete inter lock block

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

cement , 3sand and 6broken stones) with

6mm broken stones for the bottom 5cm,

and cement and 3mm broken stones in

the ratio1:2 for the top 1cm and pressed

together to get 6cm, tiles to develop

minimum 50 kg/cm2 compressive strength,

abrasion test conducted as said in IS 1237 -

1980, the average wear should not exceed

2.50mm, preparing the surface by levelling

and compacting and laying dry mortar of

non cohesive soil 20mm thick and paving

pressed stones to level even surface with

straight line joint etc. complete including

cost and conveyance of all materials to site,

labour charges, watering for curing etc.

complete (The surface of the block have to

be tough and wear resistant ).

m2 100.00 775.00 77500.00

6


Sl.N

o


Rs. Ps.

AMOUNT

Rs. Ps.

20 Providing counter top finish with granite

slab of galaxy black color or

equivalent(tobeapprovedbytheArchitect)of

minimum20mmthickness,slabsizeofthedime

nsionsofthesteps/floorwithoutjointsfinishingt

henosingof20mmeventhicknesswithrounde

dgesforallstepslayingsoastogetcontinuousgr

ainsfixingincementmotar1:6(1cement,6san

d)andclosingthejointswithwhitecementinclu

dingcostandconveyanceofallmaterialstosite,

labourchargesforlaying,grinding,finishingwi

thmansion polish etc. complete for all

floors

Sqm 3.00 4592.00 13776.00

21 Supplying and fixing hydraulic door closer

of Everite no. 63 of ISI or equivalent

quality for the toilet doors(wooden)

already fixed and for other doors wherever

necessary etc. including all cost and labour

charges etc. complete.

each 3.00 1792.00 5376.00

22 Providing and fixing 150mm anodised

aluminium tower bolts (heavy type) with

steel screws.

Each 10.00 49.00 490.00

23 Providing and fixing aldrops of aluminium

200mm or nearest size with 16mm screws

for all floors.

Each 3.00 166.00 498.00

24 Providing and fixing aluminum anodised

mortice concealed lock 6 lever ,100 mm

conforming to IS 2209, Godrej or

equivalent make, staright edged bevelled

or roated as required ,right or left handed

as directed,suitable either to single or

double leaf shutter and fixing the mortice

lock and aluminium anodised steel screws

etc. complete

Each 8.00 1129.00 9032.00

7


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Rs. Ps.

AMOUNT

Rs. Ps.

25 Fabricating,supplying and fixing in

position powdercoated aluminium doors

with superiorquality powdercoated

aluminium sections(Indalorequivalent)as

required as in the drawing and panels

with

glass/board(glass/boardmeasuredandpaid

seperately)with EPDM beading between

glass and aluminium and screw fixed to

masonry and as per the details including

all sections are of powder coated cofee

brown anodisd aluminium of uniform

colour

Sqm 70.00 2761.00 193270.00

26 Supplyingandfixingplainglass/ board

ofselectedglazingqualityandthicknessspeci

fiedbelowfordoor/window/ventilators,incl

udingprovidingandfixingwithEPDM,inclu

dingcuttingandfixinginaluminiumframese

etccomplete,costofbeading,screws,necess

aryfittings,butexcludingcostofframes.(the

costof frames will be paid separately)

a 5.50mm thick plain glass Sqm 32.00 629.00 20128.00

b Both side laminated particle board board-

9mm

Sqm 24.00 964.00 23136.00

27 Providing and fixing Aluminium composite

panels manufactured in the trade name

‘Alstrong’ of section 3mm thermo plastic

core of anti-toxic LDPE sandwiched

between two skins of 0.5mm thick

Aluminium sheet making a total panel

thickness of 4mm. The surface furnished

with PVdF based coating on sides and

service coating on reverse side of polyester

paint. The coating shall confirm to

specification of ECCA/AAMA. The system

shall be fixed using Stainless steel bolts &

nuts with spring washers and cap nuts and

all other necessary accessories. Sealing

shall be done using weather sealant

DOWCORNING 789 or approved

equivalent make. The rate is inclusive of

forming curved shaped cornices of all

dimensions as in the detailed drawing for

all heights including all scaffolding

charges etc complete.

m2

25.00 3588.00 89700.00

8


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Rs. Ps.

AMOUNT

Rs. Ps.

28 Providing and welding/rivetting together

structural steel MS sections such as I

sections, channels, angles, base plates, B

class GI pipespurlins, rafters and other

sections, plates bolts and nuts , cleats,

including, cutting, jointing by

welding/rivetting, hoisting and erecting in

position to correct line and level/plumb for

pre-fabricated steel structural works as

detailed in the drawing for entire building,

including applying a coat of epoxy primer

after scraping and cleaning the surface

properly and applying two coats of

synthetic enamel paint including cost and

conveyance of all materials to site, all

labour charges, scaffolding charges etc.

complete.

Qtl 18.00 7582.00 136476.00

9


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Rs. Ps.

AMOUNT

Rs. Ps.

29 Supplying and fixing MS powdercoated

sheets made out of 0.40mm ,the sheets to

be fixed to the purlins with self drilling

fastners/j-bolts with EPDM washers for

perfect sealing, all the joints to be sealed

with sealants and stiched with stiching

screws whereever necessary including

providing matching color caps over the

head of each fastners, including cost of

mataerials including ridge and valley

sheets, conveyance, labour charges for

fixing etc. complete for all levels etc.

complete.

Sqm 140.00 409.00 57260.00

30 Supplying and fixing MS fabricated grills

to the angles, gate,windows etc using

10mm MS flat, rod at 100mm c/c as per

drawing including cutting, fabricating,

welding, fixing to angles/wall with cement

concrete, providing locks, painting with two

coats of zinc chromate primer and two

coats of synthetic enamel paint of

approved quality and colour, all cost of

materials and labour charges, etc. complete

as directed by the Engineer- in- charge at

all levels.

Qtl 1.50 7582 11373.00

31 Supplying and fixing white glazed best

quality European water closet with trap ‘P

or ‘S’ as may be required with best quality

PVC low level flushing cistern (overflow

pipe with mosquito proof arrangement),

connecting the cistern with CI brackets and

clamps, 1no. PVC connection, 1no. 15mm

C.P stop-cock and accessories etc., 32mm

dia. G.I telescopic flush pipe 165cm long

concealed in wall with fittings and clamps,

brass connection with brass union, etc.

complete including all costs for cutting wall

and floor and making good the damages etc.

and fixing with necessary fittings etc.

complete.

each 1.00 4209.00 4209.00

10


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AMOUNT

Rs. Ps.

32 Supplying and fixing counter top under

deck 404 mm dia round shaped wash

basin of white glazed ( 0448 - Grand Basin

of Parryware or equivalent) to the counter

already done and fixing the basin with

appropriate C.I. bracket supports duly

painted with metal primer and enamel

paint and connecting with pillar cock (

pillar cock measured and paid separately),

one no. C.P. angular stop-cock ( 053 of

Jaguar or equivalent), rubber plug, and

C.P. brass chain, 32mm dia. best quality

CP europeon type bottle trap, ( 767 of

Jaquar or equivalent) 32mm CP brass

waste of standard pattern and one number

15mm heavy duty PVC connection etc.

including cutting and making good the

walls, floors etc. complete and as per the

directions of Engineer in charge.

each 2.00 4054.00 8108.00

33 Supplying and fixing in position SS soap

tray, including cost of all materials and

labour charges etc. complete.

each 2.00 636.00 1272.00

34 Mirror of superior make glass 60x45 cm each 2.00 552.00 1104.00

35 Supplying and fixing 20mm dia 600mm

long C.P towel rod with two arms and rod

dia approximately 2.2cm, including cost of

all materials (including wooden plugs, steel

screws etc.) and labour charges etc.

complete.

each 2.00 316.00 632.00

36 Supplying and fixing long body type bib

cock with wall flange (107 of Jaquar or

equivalent) , including cost of all materials

(including wooden plugs, steel screws etc.)

and labour charges etc. complete.

each 1.00 590.00 590.00

37 Supplying and fixing long body type health

faucet ( Jaquar or equivalent) , including

cost of all materials (including wooden

plugs, steel screws etc.) and labour charges

etc. complete.

each 1.00 623.00 623.00

38 Supplying and fixing water tank (Sintex or

equivalent with ISI mark) , including cost of

all materials and labour charges etc.

complete.

litre 500.00 7.37 3685.00

11


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AMOUNT

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39 Providing and fixing stainless steel tube

(304grade) hand rail up to 90cm height

with 50mm dia pipe for top rail and post

25mm dia pipe as verticals at 30 cm c/c

including welding, and fixing in position

and finishing the cutting surface as per

approved design and drawings etc.

complete

Rm 20.00 2334.00 46680.00

40 Providing and fixing Ferrocement ready

made septic tank for 10 users including the

cost and conveyance of all materials,

labour charges, lead, lift, etc complete as

directed by the Engineer-in-charge

each 1.00 10542.00 10542.00

41 Providing and fixing PVC pipes for

pressure lines by threading laying and

jointing 50mm nominal bore dia pipe

(I.S.I approved) for a working pressure of

15kg/sqcm, threading and jointing

together with solvent cement (threaded as

per IS 554), together with necessary fittings

like bend, elbow, tee, reducer, nipple etc.

as per the requirements of lines using the

same type of threaded fittings or G.I.

fittings of approved quality including fixing

to walls or floors after chasing or clamping

to walls and making good the damages

with cost of all materials, labour charges,

scaffolding charges etc. complete.

Rm 5.00 193.00 965.00



jointing 40mm nominal bore dia pipe (I.S.I

approved) for a working pressure of

15kg/sqcm threading and jointing together

with solvent cement (threaded as per IS

554), together with necessary fittings like

bend, elbow, tee, reducer, nipple etc. as

per the requirements of lines using the







Rm 10 165.00 1650.00

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jointing 25mm nominal bore dia pipe (I.S.I

approved) for a working pressure of

15kg/sqcm, threading and jointing

together with solvent cement (threaded as

per IS 554), together with necessary fittings

like bend, elbow, tee, reducer, nipple etc.

as per the requirements of lines using the







Rm 20 113.00 2260.00

44 Providing and fixing vent cowl of

P.V.C.110 mm dia for a working pressure

of 4kg/cm2 and fixing with solvent cement


materials to site, labour charges and

making good the damages in the walls,

floors etc. complete.

each 1 109.00 109.00

45 Providing and fixing 40mm dia bronze

body valve of companies like Wiking,

Leader, etc., or equivalent with stainless

steel ball inside, with teflon leak proof

ceiling for inside, heavy type confirming to

IS standards, with non rising stem, screwed

ends including fixing to the PVC pipes with

necessary fittings etc., complete.

each 1 2465.00 2465.00

46 Supplying and fixing 110mm dia S.W

gully trap for the waste line with brick jelly

concrete in lime mortar and necessary brick

masonry alround plastering with neat

cement mortar 1:3 12mm thick with

flushing coat etc. complete including

providing 2 nos heavy type C.I.gratings

150 x 150mm and 225 x 225mm for the

inside and outside painted with black

Japan paint including necessary earthwork

excavation etc. complete

each 2 585.00 1170.00

13


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AMOUNT

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47 Providing, fixing and jointing floor sump,

110mm dia PVC fabricated to pressure

of 4kg/sqcm with S.S. grating ring and S.S.

grating which get fixed to grating ring with

a plate all round at top with inlet and outlet

dia as per the drawing for single way, two

way/ three way , including cutting floor

concrete and fixing with cement concrete

wherever necessary and making good the

damages in the walls, floors etc. complete

each 2 412.00 824.00

48 Providing and constructing brick masonry

manhole with bricks in cement mortar1:6

(1 cement : 6 find sand) RCC top slab

with1:2:4 (1 cement : 2 coarse sand : 4

graded stone aggregate 20 mm nominal

size), base concrete1:4:8 mix (1 cement : 4

coarse sand : 8 graded stone aggregate

40mm nominal size) 10 cm thick, inside &

outside plastering 12mm thick with cement

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

finished with a flushing coat of neat cement

and making channels in cement concrete

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

graded stone aggregate20mm nominal

size) neatly finished complete as per

standard design including cost of materials,

labour, etc.complete, inside size 60x60 cm

in plan area and 100cm in depth including

CI cover weight not less than 50 kg with

each 1 4512.00 4512.00

49 Providing and constructing soak pit 1.5 m

x 1.5 m x 1.5m size with honey comb brick

work on the sides upto a height of 1.0m

and brick masonry in CM 1:6 for the

balance height, providing and filling brick

bats graded,upto a height of 1.2 m,

providing and laying precast slab over the

pit supporting on the brick work, including

cost and conveyance of all materials,

labour charges, lead,lift, etc. complete as

directed by the Engineer-in-charge

each 1 15467.00 15467.00

14


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AMOUNT

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50 Supplying and fixing and jointing together

with solvent cement 110mm OD rigid

PVC pipe (ISI approved brand) with

rubber rings, pipes conforming to IS:13592

and rubber rings conforming to IS: 5382

for working pressure of 4kg/sqcm including

fixing in walls/ducts, with necessary

clamps, connecting the pipes with solvent

cement, rubber rings etc., cutting walls or

concrete etc.and making good the

damages etc. complete through the duct or

below false ceiling.

Rm 20.00 295.00 5900.00

51 Labour engaged for works which are not

measurable

52 Skilled Labour Each 5 469.00 2345.00

53 Helper Each 5 434.00 2170.00

54 Gyp board Monolithic Ceiling:- Providing

and fixing suspended false ceiling grid for

all floors/ all heights which includes

providing and fixing G.I. perimeter

channels of size 27mm, 0.50 mm thick

having one flange of 20mm and another

flange of 30mm along the perimeter of the

ceiling, with monolithic finish using

12.5mm thick Gypboard, screw fixed to

the brickwall/partition with the help of

plugs and screws. Then suspending G.I.

intermediate channel of size 45mm, 0.8mm

thick with two flanges of 15mm each from

the soffit at 1200mm centres with steel G.I.

hanger /G.I. ceiling angle fixed to the soffit

with G.I. cleat and steel anchor fasteners

of 8mm dia to take SWL of not less than

200kg. The ceiling section of 80mm

x26mm x 0.50mm fixed to the

intermediate channel with the help of

connecting clips and in direction

perpendicular to the intermediate channel

at 600 mm centre.

m2

110.00 858.00 94380.00

15


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AMOUNT

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The 12.5mm tapered edged Gypboard

conforming to IS-2091-1982 is then screw

fixed to ceiling section with 25mm drywall

screws at 230mm centres. Screw fixing is

done mechanically either with screw driver

or drilling machine with suitable

attachment. The boards are to be jointed

and finished to have a flush look which

includes filling and finishing the tapered

and square edge of the boards with jointing

compound, paper tape (as per

recommended practices of India Gypsum

or equivalent)

including painting the surface with two

coats of primer suitable for Gypboard as

per IGL spec and two coats of specified

plastic emulsion paint to smooth even

finish and including extra charges for

providing cut outs for Electrical fittings etc

and stiffening the edges of the cut outs and

suspending it where ever necessary etc.

complete for places like Module inside

area, Passages etc.

Total 16,35,040.38

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AMOUNT

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Sl

NoParticulars

Unit Qty Rate Amount

PART -A

1.0

ENERGY METER BOX

1.1 Supply, installation, testing and

commissioning of wall mounted Three

Phase 4 wire CT Energy meter with poly

carbonate body having range of 10-63A,

with enclosure made out of powder coated

16 SWG CRCA sheet suitable for fixing in

surface/recess with 3 nos. of 63A HRC

fuses,63A TPN isolator,neutral link, its inter

connections etc.The enclosure shall have

lockable door with glass window and all

mounting accessories etc. complete as

required (supply of energy meter is under

KSEB scope).

no 1.00 7816.00 7816.00

PART -B

2.0 WIRING AND ACCESSORIES

2.1 Supply & wiring for following points in

surface / recessed mounted rigid medium

gauge 20mm PVC conduit with all

accessories, using 3 runs of 1.5 sqmm FR

PVC insulated stranded copper conductor

single core wire for phase,neutral & earth,

with modular 6A one way switch, modular

plate, suitable GI box etc as required. Light

point/ exhaust fan point

2.1.1

Light point/ exhaust fan point

no 35 790.00 27650.00

PART B- ELECTRICAL

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AMOUNT

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2.2Supply & wiring for light / plug point in

surface / recessed mounted rigid medium

gauge 20mm PVC conduit with all



single core cable for phase, neutral & earth

as required.through 20mm dia PVC

conduit laid in surface/recess/counter

frames

m 120 148.00 17760.00

2.3 Supply & wiring for circuit / sub main

wiring in surface / recessed mounted rigid

medium gauge 25mm PVC conduit with all



single core cable for phase, neutral & earth

as required.

2.3.1 through 25 mm dia PVC conduit laid in

surface/recess/counter frames

m 75 206.00 15450.00

2.4 Copper plug point wiring - Wiring for

power plug with 2x4 sq. mm., PVC

insulated, copper conductor, stranded

cable (FR) along with 1x2.5 sq. mm.,

PVC insulated, copper conductor, stranded

cable for loop earthing as required

complete .2.4.1 through 25mm dia PVC conduit laid in

recess/surface/counterframe

m 80 268.00 21440.00

2.4.2 Copper plug point wiring - Wiring with

4x6 sq. mm., PVC insulated, copper

conductor, stranded cable 1x2.5sqmm

PVC insulated, copper conductor, stranded

cable for loop earthing as required

complete with 25 mm dia pvc conduit in

surface/recess

m 15 358.00 5370.00

2.5 Group controlled light point with 1.5 sq.

mm wire - Wiring for Group controlled

light point (from one point to another

point) with 1.5 sq. mm PVC insulated,

(FR), copper conductor cable along with

1x1.5 sq. mm., PVC insulated, copper

conductor, stranded cable for loop earthing

in surface / recessed PVC conduit. Note:-

This item does not include the cost of MCB

or 16Amp/ 6Amp one way switches.

no 10 607.00 6070.00

18


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Rs. Ps.

AMOUNT

Rs. Ps.

2.6 Supply and fixing of 3 pin 6/16 amps

modular type socket and switch with front

plate in surface or in recess including

providing and fixing suitable size metal box

inter connections etc as required.

no 10 538.00 5380.00

2.7 Supply & fixing suitable size GI box with

modular front plate and cover on surface

or inrecess, including providing & fixing

2/3pin combined 6A modular socket outlet

and switch with connection etc as required.

no 6 315.00 1890.00

2.8 Supply & installation of blanking plate in

the existing modular metal box with all

accessories as required complete .

no 5 20.00 100.00

2.90 Supply & fixing suitable size GI box with

modular front plate and cover on surface

or in recess, including proving and fixing of

4 nos 6A socket with 2no.6A switch with

connection etc as required.

no 10 698.00 6980.00

PART -C

3.0 MCBs AND MCB DISTRIBUTION

BOARDS

3.1 Supply and installation of sheet steel,

phosphatised and painted, dust and vermin

proof enclosure of MCB DB including

copper /brass bus bar, neutral link, earth

bus and DIN rail suitable for fixing MCB/

isolator etc. fixed on wall using suitable

anchor bolts or fixed in recess including

cutting hole on the wall , making good the

damages, colour washing etc. as required

3.1.1 6 way (8+18)- three phase double cover

(IP 54)

no 1 2791.00 2791.00

3.1.2 6way - single phase double cover (IP

42/43)

no 1 1095.00 1095.00

3.2 Supply and fixing of following rating

residual current circuit breaker having earth

leakage protection (RCBO) as per

specification as required

3.2.1 4 pole 63 amps. (415 Volts), 100mA

sensitivity

no 1 3213.00 3213.00

3.3 Supply and fixing of following rating, 10

KA, Miniature circuit breakers of the

following series as required.

19


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AMOUNT

Rs. Ps.

3.3.1 6A to 32A, SP, B-CURVE MCB no 9 184.00 1656.00

3.3.2 6A to 32A, SP, C CURVE MCB no 9 202.00 1818.00

3.3.3 63 A 4 pole mini break isolator no 1 821.00 821.00

3.3.4 32A 2 pole break isolator no 1 365.00 365.00

3.3.5 32 A 2 pole isolator with enclosure to

connect UPS

no 1 593.00 593.00

3.3.6 SP MCB blanking plate no 3 14.00 42.00

3.4 Supply and fixing 20 amps. 240 volts SP

industrial type socket outlet (IPP) with plug

top including supply and fixing of one

number 20 amps (10kA) SP MCB (C-

Curve) with complete with connections

testing and commissioning etc. as

required.

no 5 1057.00 5285.00

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AMOUNT

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PART -D

4.0 LIGHT FIXTURES AND FANS

Part 1-SUPPLY

4.1 Supply of 2X36W,decorative recessed

mounted direct/indirect light fixture suitable

for 2nos 36W CFL lamps, prewired

complete with all necessary accessories as

required complete.( Make Wipro WVP

44236 CFL or equivalent approved make)

no 20 3750.00 75000.00

4.2 Supply, conveyance, installation, testing

and commissioning of the following sizes of

exhuast fans in the existing opening, fixing

necessary bolt and nuts, making good the

damages etc. as required including giving

connections with required length of

24/0.20mm PVC insulated and PVC

sheathed 3 core round copper conductor

flex wire conforming to relevant ISS

4.2.1 200 mm, single phase, ,1400 rpm exhaust

fan with self opening louvers

no 2 1555.00 3110.00

4.3 Charges for cutting holes suitable for

accommodating exhaust fans of sizes upto

305mm sweep including plastering , colour

washing etc. as required.

no 2 216.00 432.00

4.4 Installation, testing & commissioning of

prewired, fluorescent / CFL light fittings of

all types, with chain mounted complete

with all accessories and tubes etc recess

mounted to false ceiling,including

connection with 1.5sqmm PVC insulated

copper conductor single / three core cable

etc as required.

no 20 139.00 2780.00

4.5 Supply and fixing of 1x28W, indoor

decorative surface mountable fluorescent

CRCA sheet steelpower coated body light

fixture, including supply of 1 no 28W T5

lamp, electronic ballast, lamp holder,

prewired complete with all necessary

accessories as required with accrylic

diffuser

no 8 790.00 6320.00

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AMOUNT

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4.6 Supply and fixing cast aluminium square

shaped bulk head fitting with front clear

glass and mesh guard suitable for 5 to 14

W CFL to wall/ceiling including giving

connections with required length of

16/0.20mm PVC insulated and PVC

sheathed 3 core round copper conductor

flex wire conforming to relevant ISS or

extending the original wiring and making

good the surface as required.

no. 10 492.00 4920.00

PART -E

5.0 EARTHING AND SAFETY

EQUIPMENTS

5.1 Supply and providing pipe earthing as per

IS 3043 with 3.60m long 40mm dia B class

GI pipe, GI funnel with weld mesh, filling

requried quantity of charcoal & salt

including construction of inspection

chamber with a bed concrete of 1:4:8 PCC

using 40mm broken stone (10cm thick),

brick work in cement mortar 1:6, plastering

the surface of brick masonry and the

exposed surface of PCC bed with cement

mortar 1:4, 12mm thick, (the finished

inside dimension shall be

300x300x300mm) but excluding test joint,

earth continuity conductor to the plate, and

covering at the top ( in ordinary soil)

no 2 2482.00 4964.00

5.2 Supply and providing the following sizes of

cast iron gully trap with converting at the

top of the inspection chamber of earth pit

as required.

5.2.1 300x300x6mm cast iron gully trap with

covering

no 2 268.00 536.00

5.3 Supply and drawing bare earthing

conductors of the following sizes along with

wiring/cables and giving connection as

required.

5.3.1 3.15mm copper conductor (10 SWG) m 25 56.00 1400.00

5.4 SAFETY EQUIPMENTS

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5.4.1 Supply of carbon-dioxide extinguisher of

ISI marked 4.5 Kg capacity made of high

pressure seamless steel cylinder (CCE

marked ) complete with wheel type valve

with one meter long braided high pressure

discharge hose complete in all respects

including initial fill with CO2 gas. no 4 5400.00 21,600.00

TOTAL PART B 254647.00

Networking - DATA & VOICE Lines

1

Supply, laying and terminating 4 pair

CAT6 UTP cable(data) in PVC trunking

including numbering tags ,Cable ties

,Ferrules and all accessories required. All

the cables should start from counter and

end at 4u rack installed at the sub store

area near to the server space with

sufficient length to connect to the patch

panel. The cables shall be laid above the

false ceiling. The PVC casing and capping

shall be end up to the false ceiling level in

both start and end points

Mtr 225 40.00 9000.00

Supply, laying and terminating 4 pair

CAT5 UTP cable(telephone) in PVC

trunking including numbering tags ,Cable

ties ,Ferrules and all

accessories required. The cables should

end at the server space in sub store area

where modem is installed. The cables shall

be laid above the false ceiling. The PVC

trunking shall be end up to the false ceiling

level in both start and end points.

3

Supply fixing of 4U rack with all

accessories required at site. Front Glass

door, Cooling fan, Hardware mounting

screws(as required)and power supply 6X5

amps(1 nos)

Nos 1 3000.00 3000.00

4

Supply fixing and testing of 16 port patch

panel inside the 4U Rack using brackets.

The one metre patch code will be

connected between the 16 port switch and

Patch Panel.

Nos 1 2000.00 2000.00

5

Supply fixing and testing of 16 port switch

at the existing rack using brackets

Nos 1 2000.00 2000.00

6

Supply and fixing of Cat 6 one metre

patch code for patch panel to switch.

Nos 16 180.00 2880.00

Part -C- IT Related Works

2

60Mtr 35.00 2100.00

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7

Supply and fixing of Cat 6 two mtr patch

code for IO to system.

Nos 10 220.00 2200.00

8

RJ 45 female Jack with Shutter in 3X3

surface mount box for information out

let(IO) with all accessories including

termination. One at each counter and three

at sever area inside the sub store.

Nos 10 400.00 4000.00

9

RJ 11 female Jack with Shutter in 3x3

surface mount box for information outlet

with all accessories including termination.

One at cash counter, one at billing counter

and one at server area at sub store.

Nos 3 300.00 900.00

10

PVC Casing and Capping with

conduits/flexible etc (Press feel (ISI Mark)

or any other ISI mark (25mm

casing/conduits).For Data and voice lines

Mtr 80 50.00 4000.00

32080.00

GRAND TOTAL(PART A+B+C) 1921767.38

19,21767/-

I / we agree to execute the work at the following rate

A. At the estimated rate…………………………………….

B. ………………% below the estimated rate(in words)……………………………………….

C. ………………% above the estimated rate(in words)……………………………………….

Signature of the Contractor with seal

TOTAL part c

Round Off

24