REGIONAL OFFICE BHOPAL

TENDER DOCUMENT FOR INTERIOR WORK

OF NEEMUCH BRANCH

FOR BANK OF BARODA, BHOPAL

PART – A

TENDER ISSUED TO :-------------------------------------------------

Badjatya & Associates 215, Manas Bhawan Ext. 11 R.N.T. Marg Indore

Ph. No. 9826029675, 0731-2529675

TENDER

The Dy. General Manager

Bank of Baroda, Regional office

M.P. Nagar Bhopal

Sub: Tender for the proposed work of the interior of NEEMUCH branch for Bank of

Baroda, Bhopal.

Dear Sir,

With reference to the above, I/We am /are tendering for the various works of interior of

your NEEMUCH Branch. I/We have carefully studied this tender document including

instruction, condition, specifications, Schedule of quantities & all the contents stated therein.

I/We have studied the drawing & have no doubts, what so ever about , the various works to be

executed in the above said branch that I/We confirm here by to complete the above said work ,

with in the stipulated time , period of 45 days from the date of allotment of the work to me / us.

I/We also confirm that the rates quoted by We/ Us are inclusive of all the taxes, duties, etc

applicable as on to date. Any increase in the same by the central or state government shall be

binding on me/us. Earnest money Rs 15,000.00 (Fifteen thousan only) only is deposited

DD/FDR__________Dated____________, in favour of Bank of Baroda.I/We have signed all

the pages of the tender documents as acceptance of all the conditions / specifications /

instructions etc I/We hereby reconfirm & declare that i/we have read & understood entire term

& conditions, specification etc of this tender documents studied the same in details & fully

agree to abide the same to.

Witness Signature of the tenderer

1.____________________ with Official stamp

2.____________________

APPENDIX TO CONDITIONS OF THE CONTRACT

1 Earnest money with tender : Rs. 15000.00 2 Date of submission at regional : 19-3-12 up to Office Bhopal

02:00 PM 3 Opening of tenders : 20-3-12 at 3.30 pm 4 Date of completion : 45 Day 5 Defects Liability Period : 6 Months 6 Retention percentage from every : 5% Running payment 7 Liquidated damages : As per agreement

I/We agree to the above conditions.

Signature of contractor Witness

1.____________________

2.___________________

BANK OF BARODA NEEMUCH BRANCH

NOTICE INVITING TENDER

Sealed Tender's are here by invited on behalf of Bank of Baroda, Regional Office, Bhopal from empanelled contactor for the work of Interior / Electrical work at NEEMUCH Branch. S.No. Name of work Cost of

Tender EMD Sale Period Date of

Opening Compl etion Time

1. Interior work of Bank of 500.00 15000 From Financial 45

Baroda NEEMUCH Branch,.

In favor of Badjatya &Associates

09-3-12 To 19-3-12 upto 2.00 pm.

Bid on 20-3-12 at 3.30 pm

days

TERMS AND CONDITION

Intending Tenderer must submit the tender in two envelope in envelope one tenderer

must submit the followings :

D.D. of 15,000.00 in favor of Bank of Baroda Bhopal.

In envelope two the tender document along with the commercial bid.

1 Every envelope should be with the name of work. 2 Late received tender document because of postal delay or any other reason will not be considered. The financial bid will be opened of only those tenderer of which EMD in order Bank reserves the rights to accept or reject any tender without assuming any reason.

Chief Manager (P&E)

INSTRUCTIONS FOR TENDERER

2.0 The details of work to be carried out and its scope are given in the specifications and bill of Quantities of these

documents which also indicate a brief description of the Project where work is to be executed. The Tenderer are

advised to study the same carefully before tendering and they shall be deemed to have fully acquainted

themselves with the same.

2.1 The Tenderer, in their own interest, are advised to inspect and examine the site and its surroundings and satisfy

themselves before submitting their tenders, in respect of the site conditions including but not restriction to the

following which may influence or effect the work or cost thereof under the contract. (a) Site conditions including access to the site, existing and required roads and other means of transport /

communication for use by him in connection with the work. (b) Requirement and availability of land and other facilities for his enabling works, stores and workshops

etc. (c) Ground condition including those bearing upon transportation, disposal, handling and storage or

materials required for the work or obtained there from. (d) Source and extent of availability of suitable materials including water etc. and labor (skilled and

unskilled) required for work and laws and Regulations governing their use and employment. (e) The type of equipment and facilities needed preliminary for and in the performance of the work and for

successful completion of work. (f) All other information pertaining to and needed for the work including information as to the risks,

contingencies and other circumstances which may influence or affect the work or the cost there of under this contract.

2.2 The Tenderer should note that the information, if any, in regard to the site and local condition, as contained in

these tender documents has been given merely to assist the tenderer and is not warranted to be complete.

2.3 The tenderer should not bear in mind that the Bank shall bear responsibility for the lack of acquaintance of the

site and other conditions or any information relating thereto, on their part. The consequences of the lack of any

knowledge as aforesaid on the part of the Tender shall be at their risk and cost and no charges or claims

whatsoever consequent upon the lack of any information knowledge or understanding shall be entertained or

payable by the Bank.

2.4 Immediately on receipt of the Tender Documents from the Bank but at least two days prior to the date fixed for submission of ….......... the Tenderer may submit in writing any tender inquiry on matters where clarifications or additional information is desired. If considered appropriate, the Bank reserves the right to issue addendum(s) or amendment(s) to any condition / specifications/ schedules to all Tenders before the date of submission. Tenders submitted by the tenderer shall be deemed to cover the

effect of such addendum(s) amendment(s) issued and such addendum(s)/ duly signed by the tenderer shall be submitted along with the tenders.

2.5 The tender should be submitted in the prescribed form and the same should be signed as laid down here under. a)

If the tender is submitted by an individual shall be signed by the proprietor above

his full name and full name of his firm with his current business address.

b) If the tender is submitted by a proprietary firm, it shall be signed by the proprietor above his full name

and full name of his firm with its name and current business address.

c) If the tender is submitted by a firm in partnership, it shall be signed for and on behalf of the firm by all

the partners of the firm above, their full names and current business address, or by a partner holding the

power of attorney for the firm by signing the tender in which case a certified copy of power of attorney

shall accompany the tender. A certified copy of the partnership deed and current business address of all

the partners of the firm shall also accompany the tender.

d) If the tender is submitted by a Limited company, or a Limited corporation, it shall be signed by a duly

authorized person holding the power of attorney for signing the tender in which case a certified copy of

the Power of Attorney shall accompany the tender. Such Limited company or Corporation may be

required to furnish satisfactory evidence of its existence before the contract is awarded.

e) If the tender is submitted by a group of firms, the sponsoring firms shall submit complete information

pertaining to each firm in the group and Union along with the bid as to which of the firm shall have the

responsibility for tendering and for completion of the contract document and furnish evidence admissible

in law in respect of the authority assigned to such firm on behalf of the group of the firm in the tender

shall be furnished along with the tender.

f) All witnesses and sureties (if any) shall be persons of status and their full names occupations and address

shall be stated below their signatures. All signatures affixed on each page in the tender will be dated.

2.6 The tenderer shall furnish with his tender.

1 Construction schedule showing all activities of work in details and in the form of Bar Chart proposed to be

completed within the stipulated period duly signed as taken of acceptance.

2 Details of plant, equipment and machinery immediately available with the tenderer for deployment on the work 3 Detail of Technical and supervisory personnel already employed by tendered which he proposes to utilize for this

work and such other personnel which he proposes to employ further for this work.

4 Relevant information on the capacity, financial and experience about himself.

2.7 The earnest money deposit without any interest will be returned to the unsuccessful tenderer only after validity

period / award of work.

2.8 The Bank or its duly authorized representative will open the tenders in the presence of tenderer who may be

present at the time.

2.9 Tenders, which should always be places in sealed covers, with the name of the project written on the

envelopes will be received by Regional Manager Bank of Baroda , Bhopal, up to 5.00 p.m. and will be

opened by him in his office between

4.00 and 5.00 pm on same day (last date fixed for the receipt of the tenders is

….........................

2.10 The time allowed for the carrying out of the work will be 20 days from the date of written orders to commence

the work.

2.11 The tenderer should quote for all the items of work as given in the schedule of quantities the rates shall be

written in both words and in figures. Tenderer shall also show cost of each item, total of each subhead and, the

Grand total of the whole contract. Corrections, if any, shall be made by crossing out, initialing dating and

rewriting.

2.12 While a contractor signs a tender in an Indian language the total amount tendered should also be written in

the same language.

2.13 Issue of tender form will be stopped two days before the date fixed for the opening

2.14 Earnest money, amounting to Rupees 15,000.00 in the form of Bank Draft drawn in favor of bank of Baroda

bhopal.

2.15 The acceptance of a tender will rest with the Bank of Baroda which does not bind

itself to accept the lowest tender, and reserves itself the authority to reject any tenders withought assining any

reason .

2.16 Canvassing in connection with tender is strictly prohibited

2.17 All item rates shall be quoted on the proper form of the tender alone.

2.18 An item rate tender containing percentage below/above will be summarily rejected.

2.19 On acceptance of tender, the name of the accredited representative(s) of the contector should be communication

to B.O.B. Bhopal.

2.20 Special care should be taken to write in figures as well as in words and the amounts in figure only in such a way

that interpretation is not possible. The total amount should be written both in figures and words. In case of

figures, the word’ Rs’ should be written before, the figure of Rupees and words ‘P’ after the decimal figures, e.g.

Rs. 2.15 p and in case words, the word ‘Rupees’ should precede and the word paisa should be written at the end,

unless the rate is in whole rupees and followed by the words ‘only’ it should invariably be up to two decimal

places. While quoting the rates in the bill of quantities, the word ‘only’ should be written closely following the

amount and it should not be written in the next line.

2.21 A) The bank does not bind itself to accept the lowest tender but it may accept any tender and reserves to itself

the right of accepting the whole or any part of a tender and the tenderer shall be bound to perform the same at the

rate quoted. B) The Bank reserves the right to accept the tender in full or in parts and that the tenderer shall have

no claim for revision of rates or other conditions if the tender is accepted in parts.

2.22 The contractor shall give a list of his relatives working with the bank along with their designations and

addresses.

2.23 No employee of the Bank is allowed to work under or as a contractor for a period of two years after his

retirement from Bank services, without the previous permission of the Bank. This contract is liable to be

canceled if either the contractor or any of his employees is found at any time to be such a person who had not

obtained the permission of the Bank as aforesaid before submission of the tender or engagement in the

contractor’s service.

2.24 The tender for works shall remain open for acceptance for a period of 90 days from the date of opening of

….................. of the tenders. If any tenderer withdraws his tender before the said period , then the bank shall be

at liberty to forfeit Earnest Money paid along with the tender. The Earnest Money Deposit of the tenderer whose

tender is accepted shall be forfeited in full in case he does not remit the initial security deposit within the

stipulated period or start the work by the stipulated date mentioned in the award letter.

2.25 The tender for the work shall not be witnessed by a contractor or contractors who himself/themselves has/have

tendered or who may and has / have tendered for the said work. Failure to observe this condition would tender of

the contractor tendering as well as witnessing the tender liable to summary rejection.

2.26 It will be obligatory on the part of the tenderer to and sign the tender documents for all the component parts and

that, after the work is awarded, he will have to enter in to an agreement for each component with the competent

authority in the bank.

2.27 Sealed tenders are to be delivered in person to the officer nominated for the purpose or put in a sealed tender box

kept I the office before the stipulated time. 2.28 The ‘Notice Inviting Tender’ and this ‘Instructions for Tenderer shall form part of the Tender Documents

SIGNATURE OF THE COMPETENT AUTHORITY, BANK OF BARODA BHOPAL

SECTION-III

FORM OF TENDER To, Dy. General Manager Bank of Baroda Bhopal .

NAME OF WORK : INTERIOR OF NEEMUCH BRANCH

FOR BANK OF BARODA

Sir,

3.1 Having visited the site and examined the drawings, conditions of contract, special conditions of contract, General

specifications and detailed specifications, schedules and bill of quantities for the construction of the above named

works, we offer to construct, complete and maintain the whole of the said work in conformity with the said

drawings, conditions of contract specifications, schedules and bill of quantities for the sum State in bill of

quantities of this Tender Document or such other sum as may be ascertained in accordance with the said conditions

of contract.

3.2 We undertake to complete and deliver the whole of the works comprised in the contract within the time State in the

appendix hereto.

3.3 We have independently considered the amount of liquidated damages shown in the Appendix hereto and agree that

it represents a fair estimate of the loss likely to be suffered, by you in the event of the works not being completed in

time.

3.4 We agree to abide by this tender for the period of 90 days from opening of envelope …..................extension there

of as required by the employer from the date fixed for receiving the same and it shall remain binding upon us and

may be accepted at any time before the expiry of that period.

3.5 We confirm that the period and rates as referred in the agreement or general conditions of contract are given or

summarized in the appendix hereto, to which we give our consent and agree to abide by the same.

3.6 If this tender is accepted, we undertake to enter into and execute at our cost, when called upon by the employer to

do so, a contract agreement in the prescribed from. Unless and until a formal agreement is prepared and executed

this tender together with your written acceptance there of, shall constitute a binding contract between us.

3.7 We understand that if our tender is accepted, we are to be jointly and severally responsible for the due performance

of the contract.

3.8 We understand that you are not bound to accept the Lowest or any tender you may receive and may reject all or any

tender, accept or entrust the entire work to the contractor or divide the work to more than one contractor without

assigning any reason or giving any explanation whatsoever.

APPENDIX TO FORM OF TENDER

GENERAL CONDITIONS OF THE CONTRACT CLAUSE NO.

Defects Liability period 6 Months (Clause No. 5.37) Date of commencement 7 days from the date of acceptance letter is issued to contractor or day on

which the contractor is instructed to take possession of the site whichever is latter (Clause No. 5.14)

Time of completion 45 days from the date of commencement. (Clause No. 5.14) Period of Final measurement 20 day from the date of virtual completion (Clause no. 5.31) Liquidated damages 0.1% of the tendered amount shown in the tender per week subject to the

ceiling of 7.5% of the accepted contracted sum. (Clause No. 5.15)

Minimum value of work for interim certificate

5.00 Lacks (This value shall be the difference of work done of two consecutive bills). (Clause no. 5.29)

Refund of total security comprising of EMD, ISD and retention

50% of the total retention money including Security Deposit and Earnest money will be released after virtual completion preferable along with the final bill and the remaining amount of the retention money will be released after 14 days after the end of the defect liability period (Clause No. 5.12).

Period of honoring Certificate 15 days from date of receipt of certificate from the Architect. (Clause No. 5.29)

SECTION – IV ARTICLES OF AGREEMENT

The agreement is made on …………………………. Day of ………………….2012 between The D.G.M. Bank of Baroda Zonal Office Bhopal, (hereinafter called ‘The Employer”) of the one part and

……………………………… (hereinafter called “the Contractor”) of the other part. WHEREAS the Employer is desirous of certain works should be executed viz. Interior / electrical works for

Bank of Baroda NEEMUCH , accepted a tender by the contractor for the execution, completion, and maintenance of such works, now THIS AGREEMENT WITNESSES as follow :

4.1 In this agreement words and expression shall have the same meaning as are respectively assigned to them in the said conditions of contract hereinafter referred to :

4.2 The following documents shall be deemed to form and to read construed as part of this

agreement, viz. i) Original tender document. ii) Relevant correspondence all letters/correspondence

forming part of contract and referred to

in acceptance letter. iii) Acceptance letter. iv) bill of quantities. V) The drawings. vi) Time and progress

chart. Vii) Other additional documents as required, viii) Article of Agreement.

4.3 The aforesaid documents shall be taken as complementary and mutually explanatory of one another but

in the case of ambiguities of discrepancies the latest documents issued by the bank shall prevail over on

earlier documents.

* Give the Name, Destination and Address of the Contractor.

4.4 In consideration of the payment to be made by the employer to the contractor as hereinafter mentioned ,

the contractor hereby covenants with the employer to perform execute, complete and maintain the work

in conformity in all respects with the provision of the contract.

4.5 The employer hereby covenants to pay the contractor in consideration of the execution completion and

maintenance of the works such as shall become payable hereunder at the

11 time (s) and in the manner prescribed in the said conditions and price schedule of quantities / bill of

quantities prescribed in the contract .

IN WITNESS where of the parties here to have caused their respective common scale to be hereunto affixed (or have here up to set their respective hands and seals) the day, month and year first above written.

SIGNED AND SEALED AND DELIVERED BY THE

Said ______________________ Said _____________________

Name _____________________ Name _____________________

On behalf of the contractor On behalf of the employer

In the presence of In the presence of

Name ______________________ Name______________________

Address ______________________ Address _____________________

4.9.11.2. This form is included in the documents only for the information of the tenderer. Only the

successful tenderer will be, in due course, required to complete the form.

SECTION V

GENERAL CONDITIONS OF CONTRACT

Expect where provided for in the description of the individual items in the Schedule of Quantities and in the

specification and conditions laid down hereinafter and in the drawing, the work shall be carried as per standard

specification and under the directions of the Employer / Architects.

5.1 INTERPRESTATION

In construing these conditions, specifications, the schedule of quantities, tender and agreement, the

following words shall have the meaning herein assigned to them expected where the subject of context

otherwise requires :

i) Employer : The term employer shall denote B.O.B. with their R.O. at Bhopal , and any of its employees or representative authorized to act on their behalf.

ii) The Bank : The term Bank shall mean B.O.B. the Employer. iii) Architects : The term Architects shall mean _Badjatya & Asociates _ or in the event of his / their

ceasing to be the Architects for the purpose of this contract such other persons as the Employer shall nominate for the purpose.

iv) The Engineer in charge : The term means Engineer to the premise & Department of the B.O.B. deployed to look after the work.

v) Site Engineer: The term shall means person posted at site who shall work under the orders of Architects/Engineer-in charger to inspect the works.

vi) Contractor: The term contractor shall mean------------------------------------------------------- -(name and

address of the contractor) and his/their, legal representatives assigns and successors.

vii) Site : The site shall mean the site where the works are to be executed as shown within boundary on the

site plan including, any building and erections there on allotted by the Employer for the contractor’s use.

viii) Drawings: The work is to be carried out in accordance with drawings, specifications, the schedule of

quantities and any further drawings which may be supplied or any other instruction, which may be

given by the employer during the execution of the work.

All the drawings relating to work given to the contractor together with a copy of schedule of quantities

are to be kept at site and the Employer/Architects shall given access to such drawings or schedule of

quantities whenever necessary. In case any detailed drawings are necessary, contractor shall prepare

such detailed drawings and/or dimensional sketches therefore and have it confirmed by the employer

prior to taking up such work.

ix) The contractor shall ask in writing for all clarifications on matters occurring Anywhere in drawings,

specifications and schedule of quantities or to additional instructions at least 10 days ahead from the time

when it is required for implementations so that the Employer may be able to give decision thereon.

x) “Act of Insolvency” shall mean any act as such as defined by the presidency Towns Insolvency Act or in provincial Insolvency Act or any or any Amending statutes.

xi) “ The schedule of Quantities” shall mean the schedule of quantities as specified and forming par xii) “ priced schedule of Quantities” shall mean the schedule of quantities duly priced with the accepted

quoted percentage of the contractor. xiii) Order or precedence for any ambiguity in the schedule of quantities, general conditions, special

conditions, specifications and drawings for the contractor shall be as per the decision of the Employer and the sane will be binding on the contractor, and shall be read as under in the decreasing order of importance,

a) Schedule of Quantities. b) Drawings. c) Special conditions d) General conditions. e) Technical specifications of contractor. f) C.P.W.D. specifications. g) Bureau of Indian standards specifications h) Union P.W.D./General Engineering Practice. Any ambiguity observed shall be brought to

the notice of Employer and be executed after obtaining approval from the Employer.

5.2 SCOPE

The work consists of Interior electrical works Bank of Baroda Neemuch Branch, under B.O.B.

Bhopal, in accordance with the “Drawings” and “Schedule of Quantities”. The Interior works, related

civil and electrical works etc. complete are within the scope of this tender. It includes furnishing all

materials, Labour, tools and equipment and management necessary for, and incidental to, the

construction and completion of the work. All work, during its progress and upon completion shall

confirm to the lines, elevations and grads as shown on the drawings furnished by the employer. Should

any detail essential for efficient completion of the work be omitted from the drawing and specifications

it shall be the responsibility of the contractor to inform the employer and to furnish and install such

detail with employer’s concurrence, so that upon completion of the proposed work the same will be

acceptable and ready for use.

Employer may in their absolute discretion issue further drawings and /or written instructions,

Details, directions and explanations, which are, hereafter collectively, referred to as “the

employer’s instructions” in regard to :

a) The variation or modifications of the design quality or quantity of works or the addition or

omission or substitution of any work.

b) Any discrepancy in the drawing or between the schedule of quantities / drawings /specification.

c) The removal from the site of any defective materials brought thereon by the contractor and the

substitution of any other material thereof.

d) The demolition / removal and /or re-execution of any work executed by the contractors.

e) The dismissal from the work of any persons employed thereupon.

f) The opening up for inspection of any work covered up.

g) The rectification and making good of any defects under clauses hereinafter mentioned and those

arising during the maintenance period (retention period) .

The contractor shall forthwith comply with and duly execute any work comprised in such employer’s

instructions, provided always that verbal instructions, directions and explanations given to the

contractor’s or his representative upon the works by the employer shall if involving a variation be

confirmed in writing to the contractor /s within seven days. No works for which rates are not specifically

mentioned in the period schedule of quantities, shall be taken up without written permission of the

employer . Rates of items not mentioned in the priced schedule of quantities shall be fixed by the

employer in consultation with the Architects as provided in clause “variation”.

5.3 TENDERER SHALL VISIT THE SITE

Intending Tenderer shall visit the site and make himself thoroughly acquainted with the local site

conditions, nature and requirements of the works, facilities of transport conditions, effective labour and

materials, accesses and storage for materials. The Tenderer shall provide in their tender for cost of

carriage, freight and other charges as also for any special difficulties and including police restriction for

transport etc. for proper execution of work as indicated in drawings. The successful Tenderer will not be

entitled to any claim of compensation for difficulties faced or losses incurred on account of any site

conditions which existed before the commencement of the work or which in the opinion of the Employer

might be deemed to have reasonably been inferred to be so existing before commencement of work .

5.4 TENDERS

The entire set of tender paper issued to the tenderer should be submitted duly priced and also signed on

the last page together with initials on every page. Initials/signature will indicate the acceptance of the

tender papers by the tenderer. The schedule of quantities shall be filled in as follows :

h) The rates column to be legibly filled in ink in both English figures and English figures words.

Amount column to be filled in figures for each item and the amount for each subhead as detailed

in the “Schedule of Quantities”

iii) All corrections are to be initialed.

iv) The “Rate Column” (for alternative items shall be filled up) .

v) The “Amount” for alternate items of which the quantities are not mentioned shall not be filled

up.

vi) In case of any errors/omissions in the quoted rates, the rates given in the

tender marked “Original” shall be taken as correct rates.

No modifications, overwriting or corrections can be made in the tender papers by the tenderer, but he

may at his option offer his comments or modifications in a separate sheet of paper attached to the

original tender papers.

The employer reserves the right to reject the lowest or any tender and also to discharge any or all of the

tenders for each section or to split up and distribute any item of work to any specialist firm or firms,

without assigning any reason.

The Bank reserves the right to accept the tender in full or in part and the tenderer shall have no claim

for revision of rate or other conditions if his tender is accepted in parts.

The tenderer should note that the tender is strictly on the item rate basis and their attention is drawn to

the fact that the rates for each and every item should be correct workable and self supporting. If called

upon by the employer detailed analysis of any or all the rates shall be submitted by the contractor. The

employer shall not be bound to recognize the contractor’s analysis. The works will be paid for as

“measured work” on the basis of actual work done and not as “lump sum” contract. All items of work

described in the schedule of quantities are to be deemed and paid as complete works in all respects and

details including preparatory and finishing works involved directly related to and reasonably detectable

from the drawing, specifications and schedule of quantities and no further extra charges will be allowed

in this connections. In the case of lump sum charges in the tender in respect of any item of works, the

payment of such items of work will be made for the actual work done on the basis of lump sum charges

as will be assessed to be payable by the employer. The employer has power to, omit from any works as

shown in drawings or described in specifications or included in schedule of quantities and intimate the

same in writing but no addition omission or variation shall be made by the contractor without

authorization from the Employer no. variation shall vitiate the contract. The tenderer shall note that his

tender shall remain open for consideration for a period of 90 Days from the date of opening of the

tender …......................

5.5 AGREEMENT

The successful contractor may be required to sign agreement as may be drawn up to suit local conditions and

shall pay for all stamps and legal expenses, incidental thereto .

5.6 PHOTOGRAPHS

The contractor shall supply the Architect & Employer photographs 4(four) no. of size 200 X 250mm in

duplicate showing the final completion of work at the site along with the final bill.

5.7 GOVERNMENT AND LOCAL RULES

The contractor shall conform to the provisions of all local By-laws and acts relating to the work and to the

regulations etc. of the Government and local authorities and of any company with whose system the structure is

proposed to be connected. The contractor shall give all notice required by said act, rules, regulations and

Byelaws etc. and pay all fees payable to such authorities for execution of the work involved.

The cost, if any, shall be deemed to have been included in his quoted rates, taking into account all liabilities for

licenses, fees for footpath encroachment and restorations etc. He shall indemnify the employer against such

liabilities and shall defend all actions arising from such claims or liabilities.

5.8 TAXES AND DUTIES

The tenderer must include in their tender prices quoted for all duties, royalties, ceases and sales tax, or any

other taxes or local charges, if applicable. However, work contract tax shall be deducted at source at the

specific rate in Union legislative, if applicable. The certificate in respect of T.D.S. shall be issued by the Bank

as per rate. No claim whatsoever o this account shall be entertained.

5.9 PROVISIONAL SUM (P.S.)

Al provisional sums described in the schedule of quantities as P.S. shall be exclusively allotted to the purchases

of materials and not for any handling and fixing with profit (including transport charges if required) shall be

separately included in the contract price as described in the schedule of quantities. The disposal of the amounts

covered under this head will be absolutely at the discretion of the employer. Contractor is to make payment for

these materials to the suppliers on certificates or orders issued by the employer and realize them through his

bills from the employer.

5.10 QUANTITY OF WORK TO BE EXECUTED

The quantities shown in the schedule of quantities are intended to cover the entire new structure indicated in the

drawings but the employer reserves the right to execute only a part or the whole or any excess thereof without

assigning any reason therefore.

5.11 OTHER PERSONS ENGAGED BY THE EMPLOYER

The employer reserves the right to execute any part of the work included in this contract or any work which is

not included in this contract by other agency or persons and contractor shall allow all reasonable facilities and

use of his scaffolding for the execution of such work. However the contractor shall employ “A” grade License

holder Electrical contractor to complete the electrical work in the scope of the tender.

5.12 EARNEST MONEY AND SECURITY DEPOSIT

The tenderer will have to deposit an amount of Rs 15,000.00./- (Fifteen Thousand only) in the form of Bank

draft drawn in favor of Bank of Baroda, Bhopal.” At the time of submission of tender as an Earnest Money.

The employer is not liable to pay interest on the Earnest Money. The earnest Money of the unsuccessful

tenderer will be refunded without any interest soon after the decision to award the work is taken or after the

expiry of the validity period of the tender.

The successful tenderer to whom the contract is awarded will have to deposit an initial security deposit, a

further sum to make up 2% of the value of the accepted tender including the Earnest Money. The initial

Security Deposit will have to be made by the contractor to the bank within 14 days of acceptance of

award letter, failing which the employer at his discretion may revoke the letter of acceptance and forfeit

the earnest money deposit furnished along with the tender. The initial security deposit will be invested by

the Employer I a fixed deposit account for the duration of the contract period and be refunded to the contractor

along with accrued interest within fourteen days after the issue of certificate of virtual completion. Apart form

the initial security deposit made as above, retention money shall be deducted from the progressive running bills

at 10% of the gross value of each running bill until the total security deposit i.e. The initial security deposit plus

the retention money equals : 10% of the accepted tender amount. The retention amount will be refunded to the

contractor fourteen days after the defect liability period. Provided the contractor has satisfactorily carried out

all the works and to all the defects in accordance with conditions of contract. No interest is allowed on retention

Money.

5.13 CONTRACTOR TO PROVIDE EVERTHING NECESSARY

The contractor shall provide everything necessary for the proper execution of the work according to the intent

and meaning of the drawings, schedule of quantities and specifications taken together whether the same may or

may not be particularly shown or described therein provided that the same can reasonably be inferred there

from & if the contractor finds any discrepancies therein , he shall immediately & in writing refer the same to

the employer whose decision shall be final and binding. The rates quoted against individual items will be

inclusive of everything necessary to complete the said items of work within the contemplation of the contract

and beyond the unit price. No extra payment will be allowed for incidental or contingent work, labour and/or

materials inclusive of all taxes and duties whatsoever except for specific taxes, if any, stipulated in the tender

documents. The contractor shall supply, fix and maintain at his own cost for the execution of any work, all

tools tackles, machinery and equipment's and all the necessary scaffolding, watching and lighting by night as

well by day required not only for the proper

execution and protection of the said work but also for the protection of the public and safety of any adjacent

roads, streets, walls, houses, building, all other erections, matters and things and the contractor shall take down

and remove any or all such scaffolding, etc. as occasion shall be required or when ordered to do so and shall

fully reinstate and make good all matters and things distributed during the execution of works to the

satisfactions of the Employer / Architect. The contractor shall at all times give access to workers employer by

the Architect / Employer or any men employed on the building and to provide them parties with proper

sufficient and if required special scaffolding, hoists and ladders and provide them with water and lighting and

leave or make any holes, grooves etc. in any work where directed by the employer as may be required to enable

such workmen to lay or fix pipes, electrical wiring, special fittings etc. The quoted rates of the tenders shall

accordingly include all these above mentioned contingent works.

5.14 TIME OF COMPLETION, EXTENSION OF TIME & PROGRESS CHART

5.14.1 Time of completion

The entire work is to be completed in all respects within the stipulated period. The 20 day from the date of

commencement will be SEVEN days from the date of acceptance letter issued to the contractor or the day on

which contractor is instructed to take possession of site, whichever is latter. Time is the essence of the contract

and shall be strictly observed by the contractor. The work shall not be considered as completed until the

Employer have certified I writing that work has been completed and the defects liability period shall commence

from the date of such certificate.

5.14.2 Extension of Time

If, in the opinion of the Employer / Architect the works be delayed,

(a) By reason of any exceptionally inclement weather, or proceeding taken of threatened by or

disputes, with adjoining or neighboring owner or employer and not referred to in the specification or

(g) From other causes which the employer may consider are beyond the control of the contractor,

the Employer at the completion of the time allowed for the contract, shall make fair and reasonable

extension of the time for completion in respect therefore. In the event of the Employer failing to give

possession of the site upon the day specified above the time of completion shall be extended suitably.

In case of such strikes or lockouts, as are referred to above , the contractor, shall immediately give the

employer, written notice thereof. Nevertheless, the contractor shall use his best endeavors all that to

prevent delay, and shall do all that may be reasonable extension of the time for completion in respect

therefore. In the event of the Employer failing to give possession of the site upon the day specified

above the time of completion shall be extended suitably.

In case of such strikes or lockouts, as re referred to above, the contractor, shall immediately give the

employer, written notice thereof. Nevertheless, the contractor shall use his best endeavors all that to

prevent delay, and shall do all that may be reasonably required , to the satisfaction of the employer to

proceed with the works and on his doing so that it will be ground of consideration by the employer for

an extension of time as above provided. The decision of the Employer as to the period to the allowed for

an extension of time for completion hereunder (which decision shall be final and binding on the

contractor) shall be promulgated at the conclusion of such strike or lockout and the employer shall then,

in the event of an extension being granted, determine and declare the final completion date. The

provision in clause 5.15 with respect to payment of liquidated damages shall in such case be read and

construed as if the extended date fixed by the employer were substituted for and the damage shall be

deducted accordingly.

5.14.3 Progress of work

During the period of construction the contractor shall maintain proportionate progress on the basis of a

program chart submitted by the contractor immediately before commencement or work and agreed to

by the employer / Architect Contractor should also include planning for procurement for scarce

material well in advance and reflect the same I the program chart so that there is no delay in completion

of the project.

5.15 LIQUIDATED DAMAGES

Should the work be not completed to satisfaction of the Employer / Architect within

the stipulated Period, the contractor shall be bound to pay to the employer a sum calculated as given

below by way of liquidated damages and not as penalty during which the work remains uncommence or

unfinished after the expiry of the completion date

0.50 % of the tendered amount shown in the tender per week subject to ceiling of 7.5% of the accepted

contracted sum.

5.16 TOOLS, STORAGE OF MATERIALS, PROTECTIVE WORKS AND

SITE OFFICE REQUIREMENTS

5.16.1 The contractor shall provide, fix up and maintain in an approved position proper office accommodation

for the contractor’s representative and staff, which offices shall be open at all reasonable hours to

receive instruction, notices or communication and clear away on completion of the work and make good

all work disturbed.

All drawings maintained on the site are to be carefully mounted on boards of appropriate size and

covered with a coat of approved varnish. They are to be protected from ravages of termites, ants and

other insects.

The contractor shall provide at site at his own cost all artificial light required for the work and to enable

other contractors and subcontractors to complete the work within the specified time.

The contractor shall provide a suitable temporary hut for the watchmen and clear away the same when

no longer required and to provide all necessary attendants, lights etc. required.

The contractor shall arrange for temporary latrines for the use of workers and field staff and keep the

same in a clean sanitary condition to the satisfaction of the Public Health Authorities and shall cause

such latrines and soil to be cleared away whenever necessary and shall make good all the works

disturbed by these conveniences.

Every precaution shall be taken by the contractor to prevent the breeding of mosquitoes on the works

during the construction and all receptacles, cisterns, water tanks etc. used for the storage of water must

be suitable protected against breeding of mosquitoes. The contractor shall indemnify the employer

against any breach of rules in respect of anti-malarial measures.

The contractor shall not fix or place any placards or advertisement of any description or permit the

same to be fixed or placed in or upon any boarding, gantry, building structure other than those approved

by the Employer.

5.16.2 Protective measures

The contractor from the time of being placed in possession of the site must make suitable arrangements

for watching, lighting and, protecting the work, the site and surrounding property by day, by night , on

all days including Sundays and other holidays. Contractor shall indemnify the employer against any

possible damage to the building, rods, or member of the public in course of execution of the work. The

contractor shall provide necessary temporary enclosures, gates, entrance etc. for the protection of the

work and materials and for altering

5.16.3 Storage of Materials

The contractor shall provide and maintain proper sheds for the proper Storage and adequate protection

of the materials and other work that may be executed on the site including the tools and materials of sub

contractors and remove same on completion .

5.16.3 Tools

All instruments like steel tape etc. which is found necessary for the works shall be provide by the

contractor for due performance of the contract.

All measuring tapes shall be of steel and suitable scaffolding and ladders that may be require for safety

taking measurements and shall be supplied by the contractor.

The Mistry’s and the supervisors on the works shall carry with them always a one meter or two meter

steel tapes, a measuring tape of 30 meters, a spirit level a plumb bob and a square and shall check the

work to see that work is being done according to the drawing and specifications. The site engineer will

use any or all measuring instruments or tools belonging to the contractor as he chooses for checking the

works executed or being executed on the contract.

The contractor should cover in his rates for making provisions for all reasonable facilities for the use of

his scaffolding, tools and plants etc. by subcontractors for their work.

5.16.4 NOTICE AND PATENTS OF APPROPRIATE AUTHORITY AND OWNERS.

The Contractor shall confirm to the provisions or any acts of the legislature relating to the work, and to

the regulations and by-Laws of any authorities and /or any water, lighting and other companies and / or

authorities with whose system the structures were proposed to have constructed and shall before making

any variation from the drawings or specifications that may be associated to so confirm. Give the

Employer / Architects written notice, specify the variations proposed to be made and the reasons for

making them and apply for instructions thereon. The Employer on receipt of such intimation shall give

a decision with a reasonable time. The Contractors shall arrange to give all notices required for by the

said acts. Regulations or By-laws to be given to any authority, and to pay to such authority or to any

public officer all fees that may be properly chargeable in respect of the work and lodge the receipts with

the Employer. The Contractor shall indemnify the employer against in respect of patent rights, royalties.

Damages to buildings, roads or member of public in course of execution of work and shall defend all

actions arising from such claims and keep the employer saved harmless and indemnified in all respects

from such actions and expenses.

5.16.5 CLEARING SITE AND SETTING OUT WORKS

The contractor shall set out the works and shall be responsible for the true and perfect setting out of the

work and for the correctness of the positions. Levels, dimensions and alignment of all parts thereof. If at

any time any error shall appear during the progress of any parts of the works the contractor shall at his

own expenses rectify such error, if called upon to the satisfaction of the employer. The contractor shall

further set out the work to the alternative positions at the site until one is finally approved and the rates

quoted in his tender should include for this anon no extra on this account will be entertained.

5.17 ACCESS

Any authorized representative of employer architect shall at all reasonable times have free access to the

works and / or of the workshops, factories or other places where materials are being prepared or

constructed for the work and also to any place where the materials are lying or from where they are

being obtained and the contractor shall give every facility to the bank or their representatives necessary

for inspection and examination and test of the materials and work ship. Except the representatives of the

employer, no person shall be allowed at any time without the written permission of the employer .

5.20 MATERIALS, WORKMANSHIP, SAMPLES, TESTING OF MATERIALS All the works

specified and provided for in the specifications or which may be required to be done in order to perform

and complete any part thereof shall be executed in the best and most workman like manner with

materials of the best and approved quality of the respective kinds in accordance with the particulars

contained in and implied by the specifications and as represented by the drawings or according to such

other additional particulars and instructions as may from time to time be given by the Employer /

Architect during the execution of the work and to his entire satisfaction.

If required by the Employer / Architect the contractor shall have to carry out test on materials and

workmanship in approved materials testing laboratories or as prescribed by the employer at his own

cost to prove that the materials etc. under test confirming to the relevant IS standards of as specified in

the materials testing laboratories or as prescribed by the relevant IS standards or as specified in the

specifications. The necessary charges for preparation of mold, (in case of concrete cure), transporting,

testing etc. shall be borne by the contractor. No extra payment on this account would in any case be

entertained.

All the materials (except where otherwise described) stores and equipment required for the full

performance of the work under the contract must be provided through normal channels and must

include charge for import duties, sales taxes, octroi and other charges and must be the best of their kind

available and contractor/s must be entirely responsible for the proper and efficient carrying out of the

work. The work must be done in the best workman like manner. Samples of all materials to be used

must be submitted to the Employer/ Architect when so directed by the Engineer / Architects and written

approval from employer / Architect must be obtained prior to placement of order. The approved

samples shall be kept with the Employer till the completion of work and at his own expenses shall make

good any damage arising from any of these causes. The contractor shall cover up and protect from

damage, from any cause, all new work and supply all temporary door, protection to windows, and any

other requisite protections for the execution of the work whether by himself or special tradesmen or

subcontractor and any damage caused must be made good by the contractor at his own expenses.

REMOVAL OF IMPROPER WORK

The employer shall during the progress of the work have power to order in writing from time to time the

removal from the work within such reasonable time or times as may be specified in the order of any

materials which in the opinion of the Employer / Architect are not in accordance with specification or

instructions the substitution or proper re-execution of any work executed with materials or

workmanship not in accordance with the drawings and specifications or instructions In case the

contractor refuses to comply with the order the employer shall have the power to employ and pay other

agencies to carry out the work and all expenses consequent thereon or incidental there to as certified by

the employer shall be borne by the contractor or may be deducted from any money due to or that may

become due to the contractor No certificate which may be given by the Architects shall relieve the

contractor from his liability in respect of unsound work or bad materials.

5.21 SITE ENGINEER

The term “Site Engineer” shall mean the person posted at site by architect/ Employer to superintend the

work. The contractor shall afford the Site Engineer every facility and assistance for examining the work

and materials for checking and measuring work and materials. The Site Engineer shall have no power to

revoke, alter, enlarge or relax any requirements of the contractor or to sanction any day work, additions

alterations, deviations, or omissions or any extra work whatever, except in so far as such authority may

be specially conferred by a written order of the Employer. The site Engineer shall have power to give

notice to the contractor or to his foreman of non approval of any work or materials and such work shall

be suspended or the use of such materials shall be discontinued until the decision of the employer is

obtained. The work will from time to time be examined by the Architects, Engineer from the premises

department of the Employer and the Site Engineer. But such examination shall not in any way exonerate

the contractor from the obligations to remedy defects which maybe found to exist at any stage of the

work or after the same is complete subject to the limitations of this clause the contractor shall take

instructions only from the Employer.

5.23 CONTRACTORS’S EMPLOYEES The contractor shall employ technically qualified and competent

supervisors for the work who shall be available (by turn) through out the working hours to receive and

comply with instructions of the Employer / Architects. The contractor shall engage at least one

experienced Engineer as site-in charge for execution of the work. The contractor shall employ in

connections with the work persons having the appropriate skill or ability to perform their job efficiently.

The contractor shall employ local laborers on the work as far as possible. No laborers below the age of

sixteen years and who is not an Indian National shall be employed on the work. Any laborer supplied by

the contractor to be engaged on the work basis wholly or partly under the direct order or control of the

Employer or his representative shall be deemed to be a person employed by the contractor . The

contractor shall comply with the provisions of all labour legislation’s including the requirements of :

(a) The payment of Wages Act.

(b) Employer’s Liability Act.

(c) workman's Compensation Act.

(d) Contractor Labor (Regulation & Abolition) Act, 1970 and Central Rules 1974.

(e) Apprentices Act 1961.

(f) Any other Act or enactment relating thereto and rules framed there under from time to time.

The contractor shall keep the Employer saved, harmless and indemnified against claims if any of

the workmen or any other person and all costs and expenses as any be incurred by the Employer in

connection with any claim that may be made by any workman or any other person.

The contractor shall comply at his own cost with the order of requirement of any Health Officer of

the state or any local authority or of the Employer regarding the maintenance of proper

environmental sanitation of the area where the contractor’s laborers are housed or accommodated,

for the prevention of small pox, cholera, plague, typhoid, malaria and other contagious diseases.

The contractor shall provide maintain and keep in good sanitary condition adequate sanitary

accommodation and provide facilities for pure drinking water at all times for the use of men

engaged on the works and shall remove and clear away the same on completion of the works.

Adequate precautions shall be taken by the contractor to prevent nuisance of any kind on the works

or the lands adjoining the same.

The contractor shall arrange to provide first aid treatment to the laborers engaged on the works. He

shall within 24 hours of the occurrence of any accident at or about the site or in connection with

execution of the works, report such accident to the employer and also to the competent authority

where such report is required by law.

5.24 DISMISSAL OF WOEKMEN The contractor shall on the request of the employer immediately

dismiss from works any person employed thereon by him who may in the opinion of the employer

be unsuitable or in incompetent or who may misconduct himself, Such discharges shall not be the

basis of claim for compensation or damages against the employer or any of their officers or

employee.

5.25 ASSIGNMENT The whole of the works included in the contract shall be executed by the

contractor and the contractor shall not directly or indirectly transfer, assign or under let the

contractor or any part, share or interest therein nor, shall take a new partner without written consent

of the employer and no subletting shall relieve the contractor from the full and entire responsibility

of the contract or from active superintendence of the work during their progress .

5.26 DAMAGE TO PERSONS AND PROPERTY INSURANCT ECT. The contractor shall be

responsible for all injury to the worker or workmen or persons, or things and for all damages to the

project works, materials, equipments, structural and/ or decorative part of property which may arise

from the operations or neglect of himself or of any subcontractor or any of his or a subcontractor’s

employees whether such injury or damage arise from carelessness, accident or any other cause

whatsoever in any way connected with the carrying out of this contract. The clause shall be held to

include inter alias any damage to buildings whether immediately adjacent or otherwise and any

damage to roads, streets, foot paths or ways as well as damages caused to the buildings and the

works forming the subject of this contract by rain wind or other inclemency of the weather. The

contractor shall indemnify the employer and holed harmless in respect of all and any expenses

arising from any such injury or damages to persons or property as aforesaid and also in respect of

any claim made in respect of injury or damage under any acts of compensation or damage

consequent upon such claim. The contractor shall re-instate rectify and remedy all damages of every

sort mentioned in this clause so as to deliver the whole of the contract works complete and perfect

in every respect and so as to make good or otherwise satisfy all claims for deranges to the property

or third parties. The contractor shall affect the insurance necessary and indemnify the employer

entirely from all responsibility in this respect. The insurance must be placed with company

approved by the employer and must be effected jointly in the name of the contractor and the

employer and the policy lodged with the latter. The scope of insurances to include damage or loss to

the contract itself till this is made over in a complete state. Insurance is compulsory and must be

affected for the very initial stage. The contractor shall also be responsible for anything which maybe

excluded from the damage to any property arising out of insides, negligence or defective negligence

or defective carrying out of this contract. The employer shall be at liberty and hereby empowered to

deduct the amount of any damages, compensations, costs, charges and expenses arising or accruing

from or in respect of such claim or damages from any sums including the total security deposit due

or to become due to the contractor.

52.” INSURANCE

Unless otherwise instructed the contractor shall insure the works for all risk (include fire, flood,

earthquake & third party) of the contractor for total tender value and keep them insured until the

virtual completion of the contract against any loss or damage of the material and of the project The

insurance must be placed with a company approved by the Employer in the joint names of the

Employer and the contractor for such amount and for any further sum if called to do so by the

Employer. Further the premium of such sum being allowed to the contractor as an “authorized

extra”. The contractor shall deposit the policy and receipt premium paid with the Employer within

twenty one days from the date of issue of work order unless otherwise instructed In default of the

contractor insuring as provided above the Employer on his behalf may so insure and may deduct the

premiums paid from any money due, or which may become due to the contractor. The contractor

shall as soon as the claim under the policy is settled or the work reinstate by Insurance Company

should they elect to do so, proceed with due diligence with the completion of the works in the same

manner as though the fire has not occurred and in all respects under the conditions of the contract.

The Contractor in case of rebuilding or rein-statement after fire shall be entitled to extension of time

for completion as the Employer may deem fit.

5.28 ACCOUNTS RECEIPT & VOUCHERS

The contractor shall, upon the request of the employer furnish them with all the invoices, accounts,

receipt and other vouchers that they may require in connection with the works under this contract. If

the contractor shall use materials less than what he is required under the contractor the value of the

difference in the quantity of the materials he was required to use and that he actually used shall be

deducted from his dues. The decision of the employer shall be final and binding on the contractor as

to the amount of materials. The contractor is required to use for any work under this contract.

Before taking any measurement of any work the site Engineer or a subordinate deputed by him shall

give reasonable notice to the contractor. If the contractor fails to attend at the measurements after

such notice or fails to countersign or to record the difference within a week from the date of

measurement in the manner required by the Site Engineer then in any such event the measurements

taken by the Site Engineer or by the subordinate deputed by him as the case may be is final and

binding on the contractor and the contractor shall have no right to dispute the same.

5.59 PAYMENTS

(I) The contractor shall prepare running account bill when the value of the work has reached to the approximate value named in Appendix as “Value of work for Interim Certificate “. The contractor shall prepare bills in the performs given in the tender and shall submit the same in quadruplicate along with the following :- Abstract of bill as per the Perform a. Copies of measurement sheets Copies of test reports of material & works Statement of advance claimed against material along with copies of purchase voucher. All pages. of bills & measurements etc. shall be duly signed by the contractor & the site Engineer. Report on progress of works in comparison with the Bar/Pert Chart. Staling reasons for delay if any, and measure prepared to cover the delay should accompany the bill.

(ii) Architect, in consultation with the employer may certify 75% of, the claims as advance

against bill amount within a weeks time and balance after due verification by the

Employer with the period in appendix for period of honoring interim certificate.

(a) The contractor shall be paid by the Employer from time to time by installments under interim

certificate to be issued by the Architect to the contractor against the Running Account Bill submitted by the contractor for the works executed when work to the approximate value named in the Appendix as “Value of work for Interim certificate” (or less at the reasonable discretion of the Architect) has been executed in accordance with this contract, subject. However, to a retention of the percentage of such value named in the Appendix hereto as “Retention percentage for interim Certificate” until the total amount retained shall reach the sum named in the Appendix as “Total Retention Money” after which time the Installments shall be up to the full value of the work subsequently so executed and fixed in the building.

(b) The architect may in his discretion include in the Interim certificate such amount, as he may consider proper on account of materials delivered upon the site by the contractor for use in the works. And when the works have been vitally completed and the architect shall have certified I writing that they have been completed, the contractor shall be paid by the Employer in accordance with the certificate to be issued by the Architect the sum of money named in the Appendix as “Installment after virtual completion” being a part of the said total Retention money and the contractor shall be entitled to the payment of the final balance in accordance with the final certificate to be issued in writing by the Architect at the expiration of the period referred to as “The Defects Liability period” in the Appendix hereto from the date of virtual completion or as soon as after the expiration, of such period as the works shall have been finally completed and all defects made good according to the true intent and meaning hereof whichever shall last happen provided always that the issue by the architect of any certificate during the progress of the work or at or after their completion shall not relive the contractor from his liability under clause 2 and 20 nor relive the contractor of his inability in cases of fraud, dishonesty or fraudulent concealment relating to the certificate, and in case of all defects and insufficient in the work or materials which a reasonable examination would not have disclosed . No Certificate of the Architect shall of itself be conclusive evidence that any works or materials to which it relates are in accordance with the Contract neither will the contractor have claim for any amounts which the architect might have certified in any interim bill and paid by the Employer’s decision shall be final and binding.

(c) The contractor will be paid an advance of 75% of the cost of non perishable building materials brought to the site for consumption in the works, at the discretion of the Employer Architect. The Assessment of the cost of building materials shall be derived either from the actual bills or from the tendered rate and the lesser of the two shall be

(d) considered for payment. The contractor shall give an undertaking for this payment in the Perform to be approved by Employer if called upon to do so. The architect shall have power to with hold any certificate if the works or any parts thereof are not being carried out to his satisfaction. No certificate of payment shall be issued by the Architect if the contractor fails to insure the

(c) works and keep them insured till the issue of the virtual completion certificate. Payment upon

the Architect’s Certificate shall be made within the periods named in the Appendix as “Period for Honoring of Certificates” after such certificates have been delivered to the Employer.

5.30 FINAL PAYMENTS

The period of Final Measurements will be One Month from date of completion, The final bill shall be

accompanied by a certificate of completion from the Employer, payments of the final bill by the contractor

would indicate that he will have no further claim in respect of the work executed .

VARIATION / DEVIATIONS

The contractor may when authorized and shall, when directed in writing by the employer add or omit, or vary

the works shown in the drawings or described in the specifications or included in the priced schedule of the

quantities. The contractor on his own accord shall make no addition, omission or variation without such

authorization of direction. A verbal authorization of direction by the employer shall when confirmed correctly

by the contractor in writing within 3 days shall be deemed to have been given in writing.

The contractor shall send to the Architect / Employer once in every month a statement giving particulars, as full

and detailed as possible, of all claims for any additional payment to which the contractor may consider himself

entitled and of all extra or additional work ordered by the employer which he has executed during the preceding

month.

No final interim claim for payment for any such work or expense, will be considered which has not

been included in such a state provide always that the Architect shall be entitled after taking

employer’s sanction to authorize payment to be made for any such work or expense, not

withstanding the contractor’s failure to comply with his condition, if the contractor has,

at the earliest practicable opportunity, notified the Architect in writing that he intends to make a

claim for such work.

The rates for additional, altered, substituted work shall be arrived at in accordance with the

following rules :

i) The net rates or prices in the contract schedule shall determine the valuation of (the rates for) the

extra (items) where such extra work is or similar character and executed under similar conditions as

the work priced therein. If the rates for the extra, altered or substituted or (deviated) work are not

provided for (available) in the schedule of quantities, they shall to the extent possible b derived out

of rate given in that schedule for similar or near similar items. For the purpose of such deviation,

where necessary and when so directed, the contractor shall furnish detailed analysis for the said

similar or near similar items in the contract schedule. For such portions of the analysis, for the extra,

altered or substituted (deviated) work for which prices cannot be abstracted from the corresponding

analysis of rates for the said similar or near similar items in the contract schedule, market rates

substantiated by purchase bills/vouchers dependable printed price schedule of building materials of

different type shall be adopted, using factors and constants for quantum of materials labor, T & P

and sundries, form standard analysis or rates adopted by the National Building Organization,

Ministry of works and Housing, Government of India in preparation of All India Standard Schedule

of Rates, 1977/DAR and adding 15% over towards profit and overhands. When called upon to do

so, the contractor shall submit the required purchase bills/ vouchers.

In respect of a contract which incorporates more than one schedule, the rate applicable in case (i)

above if not provided for in the schedule pertaining to the work in which the addition, alteration or

substitution (Deviation) occurs, shall be taken as the lowest applicable rate in other schedules.

Similarly in case (ii) above if similar in near similar items cannot be found in the schedule

pertaining to the work in which the addition, alteration or substitution (deviation) occurs, similar or

near similar items from the other schedule shall be adopted.

In the case of additional, altered substituted (deviated) for which rates cannot be reasonable be derived

as at (ii) and (iii) above, the rates shall be worked out adopting market prices, substantiated by purchase

bills/ vouchers using factors and constants for quantum of materials, labor, t& P and sundries from

standard analysis of rates adopted by the National Building Organization, Ministry of works and

Housing Government of India in preparation of

All India Standard Schedule or Rates, 1977/DAR and adding 15% over towards profit and overheads.

When called upon to do so the contractor shall submit his purchase bills/ vouchers/ to the Architect’s

and Employer. The question as to what particular items, being similar or near similar to the additional

altered or substituted (deviated) work in the contract schedule are to be adopted are to be adopted for

deviation of rates for the additional, altered for substituted deviated work and whether the said rates

cannot be derived from similar or near similar items in the contract schedule will decided by the

employer. In case (ii) to (iv) the contractor is required to submit his analysis or rates adopting the

principles enunciated and the Architect, after scrutinizing the analysis any other papers furnished will

allow such rates as he considers reasonable after obtaining Employer’s sanctions. Where extra work is

of such a nature that it cannot be properly measured or valued, the contractor shall be allowed day work

priced at the net rates State in the tender or the priced schedule of quantities or if not so State then in

accordance with the minimum local day work rates and wage for the district notified by the concerned

authority provided that in either case if required by the Architects, vouchers, muster rolls and other

documents, required for proper verification of the labor employed and the materials deployed on the

said work and the costs thereof be delivered to the Site Engineer, Architect or his representative on or

before the end or the week following that in which the works has been executed. The question as to

whether extra work is of such nature that it cannot be properly measured or valued will be decided by

the Architects and Employer. The margin to be allowed on actual costs to the contractor towards profit

and overhead shall be 15 % .

5.32 DEVIATION LIMIT FOR TENDER QUANTITIES BEYOND 25 %

The tender rates shall hold good for any increase in the tendered quantities up to variation of 25% .

In case tender quantities of an individual item exceeds the deviation limit of 25% the rates for the

excess quantities over and above the deviation limit shall be payable as per market rate analysis,

sustained by purchases vouchers/ bill using constant only of materials, labor, T & P etc. from all

Indian Standard analysis of rates published by NBO/DAR with 15% contractor’s profit and

overheads. For non schedule items, constant of material, labor, T& P etc. shall be decided by the

Engineer in – charge of Employer, and Architect based on the actual observation at site.

5.33 SUBSTITUTION

Should the contractor desire to substitute any materials and workmanship, he/ they must obtain the

approval of the Architect / Employer in writing for any such substitution well in advance. Materials

designated in this specification indefinitely by such terms as “Equal” or other approved” etc.

specific approval or the Employer / Architect has to be obtained in writing .

5.34 PREPARATION OF BUILDING WORKS FOR OCCUPATION AND USE ON

COMPLETION The whole of the works will be thoroughly inspected by the contractor and

deficiencies and defects put right. On completion of such inspection the contractor shall inform the

employer that he has completed the work and it is ready for inspection.

On completion, the contractor shall clean all windows and doors including the clearing and oiling,

if necessary, of all hardware, inside and outside, all floors, staircases, and every part of the building.

He will leave the entire building neat and clean and ready for immediate occupation and to the

satisfaction of the Bank.

5.35 CLEARING SITE ON COMPLETION On completion of the works, the contractor shall clear

away and remove from the site all constructional plant, surplus material, rubbish and temporary

works of every kind and leave the whole of the site and the works clean and in a workmanlike

condition to the satisfaction of the Employer and Architects.

5.36 DEFECTS AFTER COMPLETION The defects liability period (D.L.P.) shall commence form

the certified date of virtual completion issued jointly by the Bank/Architects. The contractor shall

make good at his own cost and to the satisfaction of the employer all defects, shrinkage or there

faults

35 which may appear within 6 months after completion of the work. In default, the employer may

employ and pay other persons to amend and make such damages, losses and expenses consequent

thereon or incidental thereto shall be made good and borne by the contractor and such damages, losses

and expenses shall be recoverable from him by the employer r may be deducted by the employer, in of

such amending and making good by the contractor, deduct from any money due to contractor a sum

equivalent to the cost of amending such work and in the event of the amount retained being insufficient,

recover that balance from the amount retained under clause No.5.12 together with any expenses the

Employer may have incurred in connection therewith.

5.37 CONCEALED WORK The contractor shall give due notice to the Employer and Architects

whenever any work is to be buried in the earth, concerts or in the bodies of walls or otherwise

becoming incoming inaccessible later on, in order that the work may be inspected and correct

dimensions taken before such burial, in default whereof the same, at the option of the

Employer/Architect be either opened up for measurement at the contractor’s expense or no payment

may be made for such materials. Should any dispute or differences arise after the execution of any

work as to measurements etc., or other matters, which cannot be conveniently tested or checked or

checked, the notes of the Employer shall be accepted as correct and binding on the contractor.

5.38 IDLE LABOUR Whatever the reasons may be no claim for idle labor, additional establishment

cost of hire and labor charges of tools and plants would be entertained under any circumstances.

5.39 SUSPENSIONS If the contractor, except on account of any legal restraint upon the Employer

preventing the continuance of the work or in the opinion of the Employer, the contractor neglects or

fails to proceed with due diligence in the performance or his part of the contract, the Employer shall

have the power to give notice in writing to the contractor requiring the work be proceeded within a

reasonable manner and with reasonable dispatch, such notices purport to be a notice under this

clause. After such notices shall have given the contractor shall not be a at liberty to remove from the

site of the work or from any ground contiguous thereto any plant or materials to subsist from the

date of such notice given until the notice shall have been complied with. If the contractor shall fail

for 7 (seven) days after such notice has been given to 36 process with the work as therein

prescribed, the Employer may proceed as provided in clauses 5.41 9 Termination of contract by

Employer).

5.40 TERMINATION OF CONTRACT BY EMPLOYER The contractor being a company go into

liquidation whether voluntary or compulsory or being a firm shall be dissolved or being an

individual shall be adjudicated insolvent or shall make an assignment or a compositions for the

benefit of the greater part, in numbers or amount of his creditors or shall enters into a Deed or

arrangement with his creditors or if the official assignees in insolvency of the receiver of the

contractor in insolvency, shall repudiate the contract, or if a receiver of the contractor’s appointed

by court shall be unable, within fourteen days after notice to hi requiring him to do so, to the

reasonable satisfaction of the Employer that he is able to carry out and fulfill the contract, and if so

required by the employer to give reasonable security therefore, or if the contractor shall suffer

execution to be issued, or shall suffer any payment under this contract to be attached by or on behalf

of and the creditors of the contractor, or shall assign charge or encumber this contract or any

payment due or which may become due to the contractor there under, or shall neglect or fail to

observe and perform all any of the acts matters of things by this contract to be observed and

performed by the contractor within three clear days after the notice shall have been given to the

contractor in manner hereinafter mentioned requiring the contractor to observe or perform the same

or shall use improper materials or workmanship in carrying on the works, or shall in the opinion of

the employer not exercised such due diligence and make such due progress as would enable the

work to be completed within due time agreed upon, and shall fail to proceed to the satisfaction of

the employer after three clear days notice requiring the contractor so to do shall have been given to

the contractor as hereinafter mentioned or shall abandon the contract then and in any of the said

cases, the bank may not withstanding previous waiver determine the contract by a notice in writing

to the effect as hereinafter mentioned, but without thereby effecting the powers of the employer of

the obligations and liabilities of the contractor the whole of which shall continue in force as fully as

if the contract had not been so determined and as if the works subsequently executed had been

executed by or on behalf of the contractor (without thereby creating any trust in favor of the

contractor). Further the employer or his agent, or servants, may enter upon and take possession of

the work and all plants, scaffolding, sheds, machinery, steam and other power utensils and materials

lying premises or the adjoining lands or roads and sell the same as his own property or may employ

the same by means or his own servants and workman in carrying on and

completing the works or by employing any other contractor or other persons or person to complete

the works and the contractor shall not in any way interrupt or do any act, matter of thing to prevent

or hinder such other contractor or other person employed from completing and finishing or using

the materials and plants for the works when the works shall be completed, or as soon thereafter as

conveniently may be, the employer shall give notice in writing to the contractor to remove his

surplus materials and plants and should the contractor fail to do so within a period of fourteen days

after receipt by him. The employer may sell the same by public Auction and shall give credit to the

contractor for the amount so released. Any expenses or losses incurred by the employer in getting

the works carried out by other contractors shall be adjusted against the amount payable to the

contractor by way of selling his tools and plants or due on account of work carried out by the

contractor prior to engaging other contractors or against the Security Deposit.

5.40 ARBITRATION All disputes or differences of any kind whatsoever which shall at any time arise

between the parties hereto touching or concerning the works or the execution or maintenance

thereof of this contract or the construction remaining operation or effect thereof or to the rights or

liabilities of the parties or arising out of or in relation thereto whether during or after determination

for closure or Breach of the contract (other than those in respect of which the decision of any person

is by the contract expressed to the final and binding) shall after written notice by either party to the

contract to the other of them and to the Employer hereinafter mentioned be referred for

adjudication to a sole arbitrator to be appointed as hereinafter provided .

For the purpose of appointing the sole Arbitrator referred to above, the employer will send within

thirty days of receipt of the notice, to the contractor a panel of three names of persons who shall be

presently unconnected with the Organization for which the works is executed.

The contractor shall on receipt of the names as aforesaid, select any one of the persons named to be

appointed as a sole Arbitrator and communicate his name to the employer within thirty days of

receipt of the names. The employer shall thereupon without any delay appoint the said person as the

sole Arbitrator. If the contractor fails to communicate such selection as provided above within the

period specified the

component authority shall make the selection and appoint the selected person as the Sole Arbitrator.

If the employer fails to send to the contractor the panel of three as aforesaid within the period specified the

contractor shall send to the employer a panel of three names of persons who shall all be unconnected with

either party. The employer shall on receipt of the names as aforesaid select any one of the persons named and

get appointed him as a Sole Arbitrator. If the employer fails to select the person and appoint him as the Sole

Arbitrator within 30 days of receipt of the panel and inform the contractor accordingly, the contractor shall be

entitled to appoint one of the person from the panel as the Sole Arbitrator and communicate his name to the

employer.

If the Arbitrator so appointed is unable or unwilling to act or resign his appointed or vacates his office due to

any reason whatsoever another Sole Arbitrator shall be appointed as aforesaid.

The work under the contract shall however continue during the Arbitration proceedings and no payments due or

payable to the contractor shall be withheld on account of such proceedings.

The Arbitrator shall be deemed to have entered on the reference on the date he issues notice to both the parties

fixing the date of the first hearing.

The Arbitrator may from time to time with the consent of the parties enlarge the time for making and

publishing the award.

The Arbitrator shall give a separate award in respect of each dispute or difference referred to him. The

Arbitrator shall decide each dispute in accordance with the terms of the contract and give a reasoned award.

The venue of Arbitration shall be such place as may be fixed by the Arbitrator on his sole discretion.

The fees, if any, of the Arbitrator shall, if required to be paid before the award is made and published be paid

half and half by each of the parties. The costs of the reference and of the award including the fees, if any, of the

Arbitrator who may direct to and by whom in what manner such costs or any part thereof shall be paid and may fix or settle

the amount of costs to be so paid.

The award to the Arbitrator shall be final and binding on both the parties.

Subject to aforesaid the provisions of the Arbitration act 1940 or any statutory

modification or reenactment thereof and the rules made there under and for the time

being enforce, shall apply to the Arbitration proceeding under this clause.

The Employer and contractor hereby also agree that arbitration under clause shall be a

condition present to any right to action under the contract with regard to the matters

hereby expressly agreed to be so referred to Arbitration. Employer. Any sum of money

due and payable to the contractor (including Security Deposit returnable to him) under

this contract may be appropriated by the Employer and set off against any claim of the

employer of the payment of a sum of money arising out of or under any other contract

made by the contractor with employer.

5.46 WATCHING AND LIGHTING The contractor shall provide and maintain at his own expense all lights, guards fencing and watching when and where necessary or required by the Architects and Employer for the protection of the works or for the safety and convenience of those employee on the works or the public.

5.47 CONTROL RECORDS The under-noted records books at the site of work shall be maintained in addition so normal routine requirements by the contractor.

a) Daily progress record.

b) Work site order book.

c) Instruction by Bank’s Officers.

d) Test registers of other materials/ fitting fixtures equipments as stipulated in the tender.

e) Register of drawings and working details.

f) Log book of defects.

g) Hindrance registers giving details of commencement and removal of each hindrance.

h) Dismantled materials account register.

i) Supply and consumption register or scare / costly materials like laminates special paint White cement, or material as directed by Architect / Employer.

j) Specification C.P.W.D. & I.S.I as applicable to the contract.

k) IS : 1200 relating to measurements. l) Conversion Table IS 786

These registers are to be got singed by the site Engineer on daily basis.

5.48 SECURITY ARRANGEMENT A) Proper arrangements shall be made to keep all records under lock and key.

(b) It shall be ensured that the contractor provides for adequate fences, watch and ward and security of basis materials such a cement and steel etc.

(c) Movement of material, stores and plant, especially of those in which the bank has got a financial interest or those which influence progress of work, shall be strictly controlled. Checks shall be exercised at gate (entrance and exit shall be preferably through one gate only).

(d) When the works is completed and handed over to the user, the responsibility of proper security arrangement shall rest with the users.

5.49 WORKING HOURS Site officers working hours shall normally be fixed as may be prevailing in the locality. Normally no construction work of important structural nature shall be carried out on Sunday, Holidays and during nights. In exceptional circumstances, however, the work may be carried out with proper approval of the Site Engineer who shall depute supervision staff to be present on the occasion.

5.50 LABOUR RECORD The contractor shall maintain relevant records and fulfill all conditions and requirement in accordance with the following Act and Rules made hereunder.

(a) The payment of Wages Act.

(b) Employer’s Liability Act.

(c) Workman's Compensation Act.

(d) Contract Labor (Regulation & abolition) Act 19470 and Central Rules 1971.

(e) Apprentices Act 1961.

(f) Minimum wages Act 1948.

(g) Industrial disputed Act 1947.

(h) Maternity benefits Act 1961.

(i) ESI Act.

(j) Payment of Bonus Act.

(k) Any other Act is enactment relating there to and rules framed there under from time to

time .

5.51 WALL CHARTS The under noted exhibits shall be displayed on the walls of the office of Site Engineer.

(a) Master Programmer (in the form of, Time & Progress chart).

(b) Checklist and job history.

(c) Architectural Layout Plan.

(d) Plans of all floors.

(e) Expenditure chart and financial progress chart.

(f) Running summary of cost.

5.51 HANDING OVER BUILDING / PROJECT WORK TO THE BANK Handing and taking over report and inventories / statement (in quadruplicate) at the time of handling over shall be prepared. The reports and inventories shall be signed by :

(a) The contractor (Only the relevant papers). (b) The site Engineer and

(c) competent authority in the bank. The following inventories / statements shall be prepared :

(i) Inventory of furniture (Table, Chairs, Almirah etc.)

(ii) Inventories of building (hard wares etc) i.e. locks (Rim mortise and cylindrical) and night latches all with duplicate keys.

(iii) Inventory of fixtures & fittings of installations (electrical light fittings fans, bells, air conditioning, lifts pumps and the like.) .

(iv) Surplus stores (like cement / steel, electrical goods including fans, tub light etc.) pending further instructions for disposal from authorities.

(v) Information folders & Test reports for installations like water supply, sanitary, electrical air conditioning, lifts, pumps, substations, water softening plants, cooling towers, lightning conductors.

(vi) the Engineer on behalf of the Employer associated with this operation shall be apprised of the importance to carry out periodic inspections (at two months interval) for defects not rectified or fresh ones that crop up and issuing notice for their rectification to the concerned Contractors and the final inspection just before the expiry of the defects liability period.

5.53 DELINQUENCIES OF CONTRACTORS

5.54. Procedures for dealing with Delinquencies / Defaults/ Misconduct / Misdemeanors of Tenderer/Contractors.

(i) The under noted delinquencies / defaults / misconduct / misdemeanors on the part of

tenderer or enlisted contract will attract disciplinary action.

(a) Incorrect information about credentials, about his performance, equipment, resources, technical staff etc.

(b) Non-submission of the fresh/ latest Income Tax clearance certificate.

(c) Irregular tendering practice.

(d) Submission of tender containing for too many arithmetical errors and freak rates.

(e) Revoking a tender without any valid reasons.

(f) Tardiness in commencing work.

(g) Poor Organization at site & lack of his personal supervision.

(h) Ignoring bank’s notices for replacement / rectification of rejected materials, work man ship etc.

(i) Violating any of the important conditions of contract, i.e. site facilities, insurance, labor laws, ban on subletting etc. (j) Lack of promptitude and cooperation in measurement of work and settlement of final

account.

(k) Non-submission of vouchers and proofs of purchase etc.

(i) Tendency towards putting up false and untenable claims .

(m) Tendency towards suspension of work for frivolous reasons.

(n) Bad treatment of labor.

(o) Bad treatment of subcontractors (piece workers) and un-business like dealings with suppliers of materials.

(p) Lack of cooperation with nominated contractors or Bank’s labor.

(q) Contractor becoming bankrupt or insolvent.

(r) Contractor’s conviction by a court of law.

(s) Failure to satisfactorily rectify defects during Defects Liability Period (DLP) and discovery of latent defects in contractor’s work after the expiry of DLP of his contract.

5.54 Disciplinary action against (Delinquencies of ) contractor. � (ii) Action The award of the under noted disciplinary act on shall be considered � (a) Placing embargo on issue of tenders of temporary suspension from the bank’s approved list. � (b) Permanent ban on issue of tenders & removal from the bank’s approved list.

c) Circulation of the contractor’s name to other Public Under taking or Government Department for non-

entertainment of this publication for contract work.

SECTION-VI

SPECIAL CONDITION OF CONTRACT

6.1 MATERIALS PROVIDED BY EMPLOYER

(i) The Employer may reserve to themselves the right to provide certain materials as mentioned for the

work at the time of awarding contract or during the progress of the work and these shall be jointly

inspected by the Engineer and the contractor before issue of materials. Suitability and sufficiency of

the material shall be checked by the contractor.

ii) After the materials are received the contractor shall not decline to accept responsibility

for the proper quality, safety and sufficiency of the resulting work or structure by alleging defects of

materials received from the Employer.

iii) The value of materials provided by the Employer shall be calculated at the prevalent market

rates/invoice rates including all taxes, duties transportation, labor and other incidentals by the Engineer

and the amounts shall be deducted in full from the interim bill of the contractor as and where applicable .

iv) For all materials, issued free of cost to the contractor, the rates the rates fro such complete, items

shall be suitably modified/varied by the Engineer, unless otherwise provided for in the contract. v)

Wastage of extra quantity of materials used by the contractor over and above the allowed quantity as

determined by the Engineer shall be taken as unnecessary and unauthorized and such use/wastage shall

be at the cost of the contractor. The Employer will not be bound to take back such materials found

surplus with the contractor either before or after completion of work or on an earlier termination of the

contract, unless otherwise provided for in the contract. iv) On loss or damage of any such materials, it

shall be replaced by the contractor with the same quality/brand with the approval of Engineer or the

value of such material would be recovered from interim bill of the contractor at the prevalent market rate

as would be appropriate in the opinion of the Engineer.

6.2 (i) The contractor will be required to pay all taxes levied by the Central and/or State Governments on such

part of his profit in respect of the contract as in chargeable therewith under the laws for the time being in force.

6.2(ii) The contractor’s staff will be liable to pay all taxes levied by the Central and/or Union Governments on

such of their salaries as are chargeable there with under the laws for the time being in force and the contractor

shall conform such duties in regard to the deduction thereof as may be lawfully imposed on him.

6.3 ELECTRICITY AND WATER

6.3.1 The Counter seal be provided Electricity and water at one point by the Bank and the Contractor shall pay

to the bank for the consumption of this facility on mutually agreed upon by the Bank and the Contractor.

6.4 Regarding all factory made products for which I.S.I. marked products are available only products bearing

I.S.I. marks shall be used in the work unless otherwise mentioned in the list of approved make of material in

the tender.

6.5 CARE FOR EXISTING PROPERTY : The Contractor shall make all necessary arrangements as

required by the Employer to ensure that all existing property of the Owner are not damaged or disrupted by

the Contractor any way If in spite of his best efforts there is some disruption, or lose occurs, the Contractor

shall reinstate and make it good as early as possible without any additional cost to the Owner,

6.6 DRAWAING S: Some of the detailed drawings may not be ready at the time of placing the order. The

Contractor will have to proceed with the work till such time such drawings are released. The Contractor

shall have absolutely claim on the Owner on this account. Efforts will be made however, to release

drawings progressively to have uninterrupted progress. Contractor will prepare/Shop drawings wherever

required by Bank/Architects.

6.7 QUALITY CERTIFICATE OF MATERIALS : The Contractor shall be required to produce

manufacturer’s certificates for the materials supplied by the Contractor. Notwithstanding the

manufacturer’s certificates, the Architects/employer can ask for testing of materials in approved test

laboratories. The result shall satisfy the requirements of the relevant IS standards.

S E C T I O N- V II

M E A S U R E M E N T

7.1 MEASUREMENT

7.1.1 The number of pages for measurements alone shall be 100 per book. If convenient, the measurement book

may be provided with perforated sheets, in triplicate, for dispatch to concerned authorities. The pages shall be

serially machine numbered. The book shall be in the custody of the Site Engineer.

7.1.2 In addition to pages for measurements, pages shall be provided for index. Instructions, Certificate of

Condition (wholeness) of the Book and Record of handling and taking over.

7.1.3 each book shall bear an identifying number.

7.1.4 Separate format of Measurement Book shall be used for recording measurements of steel reinforcement.

7.1.5Stock Register shall be maintained to show receipts and issues of Measurement Books.

7.2 RECORDING OF MEASUREMENTS

7.2.1 The measurements shall be generally recorded by the Site Engineer or by an Employee of the bank,

specifically authorized for the purpose.

7.2.2 The Site Engineer (or his representative) shall take joint measurements (i.e. accompanied by the

contractor’s authorized representative) of the work as it progresses and record them directly in the

Measurement Books.

7.2.3 It Shall be ensured that the method of measurement is in accordance with the contract. The

precision in measurements shall be as laid down in IS 1200 Any points of disagreement with

the contractor pertaining to measurements shall be promptly referred to the decision of the

competent authority.

7.2.4 Extra/deviated items. As claimed by the contractor, shall not be recorded in Measurement Book

until they are approved by the competent authority.

7.2.5 In case some allegedly extra/deviated item is carried out by the contractor while complying

with approved drawings and specifications, and the same is to be covered up, the Site Engineer

shall check the item and its specification and record its measurements but simultaneously enter

up the provision that their admittance is subject to the approval by the competent authority.

Both the measurements and the provision shall be got signed by the contractor.

7.2.6 The measurement Book shall not be handed over to the contractor at any time. The contractor

or his representative may be permitted by the Site Engineer to see it in his presence and/or

make a (concurrent) copy of his own. The contractor shall, however, be warned that his copy

shall be regarded as an unofficial copy of the bank’s Measurement book. This is the only

authorized document in the matter.

7.2.7 The measurement shall be signed at the end of each session on measurement of the day’s work

as the case may be by both the parties (i.e measure/Site Engineer and the contractor)

7.3 CONCEALED WORK

7.3.1 The contractor shall give due notice to the Employer whenever any work is to be covered up in the

bodies of walls or otherwise, becoming inaccessible later on, in order that the work may be inspected

and correct dimensions taken before such burial. In default where of the same shall, at the opinion of

the Employer be either opened up for measurement at the contractor’s expenses or no payment may

be made for such materials Should any dispute or difference arise after the execution of any work as

to measurements etc. or other matters which cannot be cannot be conveniently tested or checked, the

notes of the employer shall be accepted as correct and binding on the contractor.

7.4 The following instructions shall be borne in mind while taking measurements.

7.41 The work shall be measured in the same sequences constructed.

7.42 Checking of Measurements: Checking of the measurements shall be as under. It under . It shall

not be perfunctory and should result in revealing errors. Accidental or deliberate, by the staff. It should

also serve as process of instruction to junior staff:

7.43 Measurements recorded shall be checked not less than 25% by an Engineer from the Regional

office and 100% measurement by the architect.

SECTION -VIII

SAFETY CONDE

8.1 SCAFFOLDS

8.1.1 Suitable scaffolds shall be provided for workmen for all works that cannot safely be done from the

ground, or from solid construction except in the case of short duration work which can be done “safely

from ladders” when a ladder is used, it shall be of rigid construction made either of good quality wood

or steel. The steps shall have a minimum width of 450mm and a maximum rise of 300mm. Suitable

hand hold of good quality wood or steel shall be provided and the ladder shall be given an inclination

not steeper than ¼ to 1 (1/4 horizontal and 1 vertical)

8.1.2 Scaffolding or staging more than 4m, above the ground floor, swung or suspended from an overhead

support or erected with stationary support shall have a guard rail properly bolted, braced or otherwise

secured, at least 1 m above the floor or platform of such scaffolding or staging and extending along the

entire length of the outside and ends thereof with only such opening as may be necessary for the

delivery of materials. Such scaffolding or staging shall be so fastened as to prevent if from swaying

from the building or structure.

8.1.3 Working platforms, gangways and stairway shall be so constructed that they do not sag unduly or

unequally and if the height of the platform gangway or stairway is more than 4m, above ground level or

floor level, they shall be closely boarded and shall have adequate width and be suitably fenced as

described in (ii) above.

8.1.4 Every opening in the floor of a building or in a working platform shall be provided with suitable means

to prevent the fall of persons or materials by providing suitable fencing or railing whose minimum

height shall be 1m.

Where ever there are open excavations in ground, they shall be fenced off by suitable railing and danger

signals installed at night so as to prevent persons slipping into the excavations.

8.1.5 Safe means of access shall be provided to all working places. Every ladder shall be securely fixed no

portable single ladder shall be over 9M, in length while the width between side

rails in rung ladder shall in no case be less then 290mm.for ladder up to and including 3M in length for

longer ladders this width width shall be increased at least 20mm for each additional meter of length

8.1.6 A sketch of the ladders and scaffolds proposed to be used shall be prepared and approval of the

Engineer obtained prior to construction.

8.2 OTHER SAFETY MEASURES

8.2.1 All personnel of the Contractor working with in the plant site shall be provided with safety helmets. All

welders shall wear welding goggles while doing welding work and all metal workers shall be provided

with safety gloves. Persons employed on metal cutting and grinding shall wear safety glasses.

8.2.2 Adequate precautions shall be taken to prevent danger from electrical equipment No materials on any of

the sites of work shall be so stacked or placed as to cause danger or inconvenience to any person or the

public.

8.3 PERSONAL SAFETY EQUIPMENTS

8.3.1 All necessary personal safety equipment as considered adequate by the Engineer should be kept

available for used of the person employed on the site and maintained in a condition suitable for

immediate use the Contractor should take adequate steps to ensure proper use of equipment by those

concerned.

8.3.2 Workers employed on mixing asphalt materials, cement and lime mortars shall be provided with

protective footwear and protective goggles.

8.3.3 Those engaged in white washing and mixing or stacking or cement begs or any materials which are

injurious to the eyes shall be provided with protective goggles.

8.3.4 Those engaged in welding works shall be provided with welder’s protective eye sights lids

8.3.5 When workers are employed in sewers and manholes. Which are in use, the Contractor shall ensure that

the manhole covers are opened and are ventilated at least for an hour before the workers are allowed to

get into manholes so opened shall be cordoned off with suitable railing and provided with warning

signals or boards to prevent accident to the public.

8.3.6 The Contractor shall not employ men below, the age of 18 years and women on the mork of painting

with products containing lead in any form Wherever men above the age of 18 years are employed on the

work of lead painting, the following precaution should be taken:

8.3.6 i No paint containing led or led products shall be used except in the form of paste or ready made paint.

8.3.6.ii Suitable face masks should be supplied for use by the workers when paint is applied in the form of s

pray or a surface having lead paint dry rubbed and scrapped.

8.3.6 iii Overalls shall be supplied by the Contractor to the workman and adequate facilities shall be provided,

to unable the working painters during the execution of work

SECTION- IX

MODEL RULES FOR THE PROTECTION OF HEALTH

AND SANITARY ARRANGEMENTS FOR WORKERS

9.1 DEFINTTION

9.1 (a) Work Place’ means a place at which, at an average 50 workers are employed in connection with

constriction work.

9.2 FIRST AID 9.2(a) At every work place they shall be maintained in readily accessible place first aid

appliance including an adequate supply of sterilized dressings and sterilized cotton wool. The appliance shall

be kept in good order and in large work place they shall be placed under the charge of responsible person who

shall be readily available during working hours.

9.3 DRINKING WATER

9.3 (a) In every work place, there shall be provided and maintained at suitable places easily accessible to labor

sufficient supply of cold water fit for drinking. 9.3(b) Where drinking water is obtained from an intermittent

public water supply, each work place shall be provided with storage where such drinking water shall be stored

9.3c) Every water supply of storage shall be at a distance of not less than 15 m, from any latrine drain or other

source of pollution. Where water has to be drawn from an existing well which is within the proximity of latrine,

drain or any other source of pollution, the well shall be properly chlorinated before water is drawn from it for

drinking. All such. Wells shall be entirely closed in and be provided with a trap roof

SECTION – X PREAMBLE TO BILL OF QUANTITIES

RATES TO INCLUDE; Rates quoted shall be for the items completed in all respect at all floors/heights/levels

including all taxes, octroi and the cost of all materials, fittings, fixtures all labor and for all the operations as

detailed in the specifications and contract conditions. Apart from other factors mentioned in the specification

and contract conditions, rates quoted for the items in this schedule shall also include the following:

10.1 GENERAL : 10.1.1 Whether mentioned or not in the bill of Quantities all works are to be carried out as per the drawings, designs, catalog and or instructions of the Architects/Bank. Nothing extra shall be paid over the quoted rates for not understanding the designs etc. before

hand .

10.1.2 Sample of all works/items shall be got approved from the Architects/ Bank before taking the mass production in hand and nothing shall be paid be paid for the cost of samples.

10.1.3 Any incidental work required to complete the item and not specifically covered in the item as mentioned in bill of Quantities shall be completed at no extra cost.

10.1.4 Unless otherwise

specified

all

exposed

surfaces

of

wood/wooden moldings

and

plywood of loose furniture/items tops shall be finished in at least two coast tow coats of melamine polish including staining to match the shades of laminates etc.

10.1.5 Rates for carpeting shall include for fixing of Aluminum grippers over the junction of carpet and/or marble stone flooring.

10.1.6 All laminates for furniture items shall be 1.0 mm thick in Satin finish, color texture and shade as per the schemes given by the Architects.

10.1.7 Unless otherwise specified all inner surfaces, sides and under sides of furniture items. Drawers/cabinets shall be polished/painted flat oil painted as directed by Architects. 10.1.8 All exposed edges of plywood/block boards shall be finished with teak wood lippings 5mm thick of profile as per detail and Melamine polished unless otherwise specified

and no extra cost shall be paid .

10.1.9 All furniture items shall be delivered at site packed in polythene sheets.

10.2 WOOD WORKS :

10.2.1 Wherever ply is mentioned

10.2.2 All Board / ply will be of BWP/ Commercial Type.

10.2.3 All teak wood will mean C.P. teak.

10.2.4 All pre laminated Boards shall be Nava pan, Kitlam, Archidlam.

10.3 HARDWARE :

10.3.1 Necessary handles, tower bolts, ball catchers, stoppers, hinges, brass / GI screws, nails, locks, sliding rails, nut and bolts etc. shall be provided by the Contractor which shall

be of the approved make of these materials annexed in the approved make of these materials annexed in the technical specification / approved by Architects / Bank.

10.4 PAINTING AND POLISHING :

10.4.1.i All finishes, shade of colors, texture of fabrics including all surfaces of finishes like POP, painting , lamination, paneling, stitching joints in upholstery, all polishing shall

be as per the satisfaction of the Architects / Bank.

10.4.1.ii Thoroughly brushing the surface to be finished free from mortar dropping and other foreign matter including preparing the surface and sand papering to give an even surface. 10.4.2 For painting and polishing items – on all kinds of wood and wood based surfaces.

10.4.4 All painting work to be completed with at least one coat of the primer along with two coats of

the paint as per the Technical Specification, Manufacturer’s specification of the satisfaction of the Architects/Bank.

10.4.5 All the polishing works to be completed with at least two coats of the polish of the approved

make as pr the list of approved manufacturers and to the full satisfaction of the Architects/Bank.

10.5 GLASSS WORKS: 10.5.1 The edges of glass tops for tables wherever shown shall be beveled as per approval of the Architects.

10.6 CARPETTING:

10.6.1 Rates should include Aluminum grippers as directed. Rates shall include laying of carpet to required shape with piles in one direction including all wastage, Rate quoted shall be applicable to skirting and steps and net area of laid carpet only shall be measured and paid.

52 10.7 FALSE CEILING:

10.7.1 Rates should include labor/materials required to suspend the false ceiling with dash fasteners from the

reinforcement of the slab and repairing the portion without affecting the structural strength of the slab, also

with provision of strip hangers/MS flats and hinged through nuts and bolts of adequate size (Rawl plug shall

not be applied). The channels and hangers shall be as per the instructions of the Architects/Bank.

10.7.2 Cutouts and openings as required by Architects for provision of lights, switches, AC grills and diffusers,

sprinklers and providing of trap doors etc. and other fittings in false ceilings and holes and cutouts as

required for running conduits in frame work of paneling including cutouts for switches and fittings in the

paneling will be made by the Contractor. He will also provide necessary frame work support fro fixing of

lights AC diffusers grills and fixtures etc. all these above will be made/provided by him at no extra cost and

will be deemed to be included in the rates of the items quoted by him. Actual clear measurement will be

taken in to account. No extra payment for over lapping will be permitted.

10.8 PARTITIONS AND PANELLING:

10.8.1 Quoted rate shall include labor/ materials requited to fix the sub-frame to the wall with MS flats (‘L’/ ‘U’)

shape clamp with adequate screws and repairing the portion damaged while putting the gut ties. Etc. and

making good the same.

10.8.2 Quoted rate shall be inclusive of making provisions for electrical conduits and switch boxes and time

requited while coordinating with other Contractors for the final finishing of the final finishing of the work.

10.8.3 The partition frame work shall be provided up to the RCC slabs at top but measurement for payment shall be

of partition up to false ceiling and frame /support of partition above false ceiling shall be carried out within

the quoted rate for which no extra shall be paid.

10.8.4 All electrical works shall be got carried out through licensed ‘A’ class Electrical Contractor having

experience of similar work and duly approved by Architects/Bank. The work shall be executed as per

specifications and strictly in keeping with relevant IS code and rules and regulations of authorities.

10.8.5 All work/materials will be as good engineering practice.

10.8.6 Wherever glass is mentioned it will be clear float glass.

SECTION –XI

SPECIFICATIONS

11.1 GENERAL :

11.1.1 This section of the specifications covers all general civil work is any, for which no separate detailed

specifications have been included.

11.1.2 All these works shall be done in accordance with the drawings and instructions for the Engineer-in charge.

Unless otherwise so specification mentioned , the latest CPWD Specifications (New Delhi) for the

particulars item of work shall be followed. In case of any dispute regarding the intent of the specifications,

the Engineer’s decision shall be final. All work shall be done as per approved drawings, specifications, site

instructions and with specified materials/ makes as approved. In case the contractor desires to substitute an

approved / specified materials/ make with an alternative one he must get specific approval of the same before

its use in the work. Failure to do so will make the work liable to rejection irrespective of the fact that it might

not have been defected and rejected earlier.

11.1.3 All finished work must be truly vertical and horizontal or in any other plane as shown and required and true

to lines and levels the Tenderer must inspect the various existing surfaces and areas on which he has work on

and take whatever measures necessary to achieve the above objective and include the cost of the same in his

rates as no extra will be payable for this purpose.

11.1.4 Samples of all items of work shall be prepared and got approved before proceeding with the work. For

partitions complete layout shall be marked on the floor at the site for inspection and checking and only after

approval installation shall commence.

11.1.5 Teak wood used anywhere in the work shall be I st quality Teak wood. If anything to the contrary is

mentioned elsewhere in these documents or drawings the above shall prevail and the Tenderer shall be

deemed to have quoted their rates accordingly.

11.2 WOOD WORK AND JOINERY :

11.2.1 PLY WOOD : Ply wood shall be BWP quality phenol bonded / commercial as specified in the respective

tender item as per relevant Indian Standard specifications with commercial or decorative facing as required.

These shall be obtained from approved sources and thickness shall be as shown in drawings.

11.2.2 BLOCK BOARDS:

Block board shall be solid at every inch with Grade-I exterior grade bonded with BWP type synthetic phenol bonded adhesives/Commercial as specified in the respective tender item with termite resistant, anti warp, borer resistant as per IS: 1659 with cross band not less than 1 mm but not more than 3 mm, moisture content less than 12% with thickness tolerance + 5%, swelling in water less 1% with similar veneer density. These shall be of the required thickness and type and obtained from approved sources.

11.2.1 LAMINATE:

Laminates where specified shall be of approved brand type, texture and thickness and manufacturer

as per IS: 2046-1969. Fixing of laminates shall be done as per best trade practices and strictly as per

printed instructions of the manufacturers using phenol Formaldehyde Synthetic Resin adhesive of

approved make. Unless otherwise indicated laminated shall be 1.0 mm thick to approved make.

“SIGNATURE” BASE-858 S.F. MERCURY/ SKIRTING 945 S.F. P.G. TITAN BRONZE

11.2.4 JOINERY:

All details shall conform to the drawings, but all measurements shall be checked at site. The scant

lings shall be accurately planned and finished smooth to hold full dimensions shown in the drawings

after finishing and rebates, rounding and moldings made before they are framed. No patching or

plugging of any kind shall be prepared and got approved by the Engineer before proceeding with

bulk manufacture.

11.3 IRONMONGERY: 11.3.1 This section shall cover all finish hardware, latches, locks and other fittings and fixtures etc. used in

wood doors. All finish hardware shall be well made, reasonably smooth, and free sharp edges and

corners flaws and other defects and shall be as per relevant Indian Standard Code. Unless otherwise

required all finish hardware shall be polished brass.

11.3.2 All hardware shall be of approved make and shall be specifically got approved by the Engineer

before ordering. No fitting and fixtures shall be fixed before all major work is over. While fixing

correct handling of fixtures shall be ensured.

11.3.3 All finish hardware shall be fixed by skilled carpenters experienced in this work . Work shall be

done as per manufacture’s printed instructions and to the satisfaction of the Engineer.

11.3.4 All hardware fixed to respective locations shall be adequately protected from damage and slashes of

mortars and paints by covering suitably with Jute clothes/Bank PVC sheet till handing over of the

work to the Engineer/Owner to his satisfaction. The finished hardware shall be absolutely clean

without any foreign materials and fully showing original finish in its best condition.

11.4 VERTICAL BLINDS :

11.4 Vertical blinds shall be 100mm wide scotch guard cloth of approved shade & color pull cords shall

be 1.7 mm dia braided nylon with a core of rayon threads.

11.4.2 The Blinds shall be operate able in any direction with a flight up to 180 degrees and can slide to

one side for opening purposes. All metal parts shall be corrosion-resistant and rotating parts

shall be self-lubricating . the fixing of the top rail shall be with special GI brackets at approx. 1

meter c/c.

11.4.3 The installation shall be done by expert workmen approved by the suppliers strictly as per

manufacture’s printed instructions. The installed blinds shall stay flat and in plum in one line

and shall operate smoothly to the approval of the Consultant/ Bank.

SECTION- XII

TECHNICAL SPECIFICATION

FOR INTERNAL ELECTRIFICATION WORK

STANDARD:

The entire electrical installation shall be carried out by the contractor to comply with the requirements of the currently applicable regulations or acts in force in the area together with particular reference to the following.

Indian Electricity Rules. Fire Insurance Regulations. Statutory Regulations.

Indian standard Institutions specification with particular reference to:

1 IS – 732 Electrical wiring installations. 2 IS - 1554 PVC insulated cables for working voltage and incl.1100 volts. 3 IS – 1653 Specification for rigid non-metallic conduits for Electrical wiring. 4 IS – 2309 Code of practice for lightning protection 5 IS - 3043 Code of practice for Earthing System Nothing in this specification shall be construed to relieve the Contractor of his responsibility to make the installation comply with the requirements of the above.

SCOPE OF WORK

The scope of this article covers the provision of supply installation testing and commissioning of the Low Tension Power and Lighting wiring and internal electrification as specified here under and in accordance with the I.S. specifications, Indian Electricity Rules and as per statutory rules, concerned Board Regulations and Fire Insurance Regulations etc.

� a. Distribution Boards � b. Cables � c. Point Wiring � d. Earthing System � e. Lightning protection system. � f. Lighting Fixtures � g. Ceiling Fans � h. Cost of Spares INTERNAL WIRING: 1. SYSTEM OF WIRING

The system of wiring shall consist of single-core/ multi–core PVC insulated Copper conductor wires in metallic conduits concealed/ exposed as called for.

2. GENERAL Prior to laying and fixing of conduits, the Contractor shall carefully examine the drawing indicating the layout of conduits, satisfy himself about the sufficiency of number and size of conduit, location of junction boxes, sizes and location of switch boxes and other relevant details. Any modification suggested by the contractor Shall be got approved by the Consultants before the actual laying of conduit is commenced. Any discrepancy found in the drawing shall be brought to the notice of the consultants.

3. MATERIAL

RIGID STEEL / HMS PVC CONDUITS AND ACCESSORIES: All rigid conduit pipes shall be of steel ( or as specified ) and be ISI marked. The wall thickness shall be not less than 1.6 mm (16 swg) for conduits up to 32 mm dia. and not less than 2.0 mm (14 swg) for conduit above 32 mm dia. These shall be solid drawn or reamed by welding and finished with galvanized or stove enameled surface. No steel conduit less than 20 mm in diameter shall be used.

The conduits shall be delivered to the site of construction in original bundles and each length of conduit shall bear the label of the manufacture. The number of insulated copper conductor wires that may be drawn into the conduits of various sizes that are given below and the conduit will shall not exceed 40%.

Maximum Permissible number of 1000 V grade single core cable drawn into steel conduits. Size of conduit in mm

16 20 25 32 40 50 63

Size of wire/ Cable in sq. mm S

Stra ight

B ben d

S B S B S B S B S B S B

0.50 0.75 1.00 5 4 7 5 13 10 20 14 1.25 1.50 4 3 7 5 12 10 20 14 2.0 2.5 3 2 5 3 10 8 18 12 3.0 4.0 3 2 4 3 8 7 12 10 4.5 6.0 2 3 2 6 5 10 6

6.75 10.0 2 5 4 8 7 8 6 14.6 16.0 2 4 3 7 6 25.0 3 2 5 4 8 6 9 7 35.0 2 4 3 7 5 8 6 40.0 50.0 2 5 4 6 5

The Table shown the maximum capacity of conducts for the simultaneous drawing of cable s. the columns headed s apply to runs of conduit which have distance not exceeding 4.25 m between draw- in –boxes, and

which do not defect from the straight by an angle of more that 15 degree. The columns headed B apply to runs of conduit, which deflect from the straight by an angle of more than 15 degree.

Connections:

The threads of pipe and socket shall be free from grease and oil and shall be thoroughly cleaned before making the screwed joints. All joints shall be fully water tight Junction boxes and running joints shall be provided at suitable places to allow for subsequent extension if any, without undue dismantling of conduit system. As far as possible diagonal run of conduits and adaptable boxes, back outlet boxes, switch boxes and the like must be provided with entry spouts and smooth PVC bushes. Joint between conduit and iron clad Distribution boards and control gear shall be effected by means of conduit couplers into each of which will be coupled smooth PVC bushes from the inside of the box or case.

Conduit system shall be erect and straight as far as possible. To avoid traps where may water accumulate from condensation and is avoidable, suitable provision for draining the water shall be made. Conduit connections for MS Conduits shall be screwed metal to metal and be painted with one coat of self-etching zinc chromate primer and two coats of enamel paint. The threads and socket shall be free from grease and oil. Connection between screwed conduit and sheet metal boxes shall be by means of a brass hexagon smooth brass bush, fixed inside the box and connected through a coupler to the conduit. The joints in the conduit shall be free of burrs to avoid damage to insulation of conductors while pulling them through the conduit.

4. BENDS IN CONDUIT

Where necessary, bends or diversions may achieve by means of bends and /or circular inspection boxes with adequate and suitable inlet and outlet screwed joints. In case of recessed system, each junction box shall be provided with cover properly secured and flush with the finished wall / ceiling surface, so that the conductor inside the conduit are accessible. No bends shall have radius less than 2.5 times the outside the diameter of the conduit.

5. FIXING OF CONDUITS

Conduits and junction boxes shall be kept in position while the walls, slab and floor are under construction and proper hold-fasts shall be provided. Conduits shall be arranged so as to facilitate easy drawing of wires through them. Adequate junction boxes of approved make and size shall be provided. Where conduit cross expansion joints in the building, adequate expansion fitting or other approved devices shall be used to take care of any relative movement. All conduits shall be installed as to avoid steam and hot water pipes. Conduit stubs in floor slab shall be kept as short as possible above the finished floor level, in order to avoid any damage to them. After the conduit, junction boxes, outlets boxes and switch boxes are installed in position, their outlets shall be properly plugged or covered so that water, mortar, insects or any other foreign matter does not enter into the conduit system. Where called for, surface conduit shall be fixed by means of spacer bar saddles at intervals not more than 500 mm from both sides of fitting or accessories. The saddles shall be of 3mm * 19mm galvanized mild steel flat, properly treated, primed and painted, securely fixed to supports by means of nut and bolts/ raw plugs and brass machine screws. Conduits in chases shall be avoided. Where unavoidable conduits shall be fixed by means of staples not more than 600 mm apart and the chase filled with cement mortar 1:4 Cutting of horizontal chases is prohibited.

Before conduit is concealed in the walls, all chases shall be neatly made to proper dimensions to accommodate the required number of conduits, chase in the walls shall be made with electric cutter and the same shall be filled up by the electrical contractor before plastering. The outlet boxes, point control boxes, inspection and drawn boxes shall be fixed as and when conduit is being laid. The recessing of conduits in walls shall be so arranged as to allow at least 12mm plaster cover on the same. All grooves, chases, etc. shall be refilled with cement mortar and finishing up to the wall surface before plastering of walls is taken up by the general contractor. Where conduits pass through expansion joints in the building, adequate expansion fittings other approved devices shall be used to take care of any relative movement wherever conduits terminate in to point control boxes, distributing boards etc. conduits shall be rigidly connected to the boxes, boards etc. with check-nuts on either side of the entry to ensure electrical continuity. Necessary GI pull wires shall be inserted in the conduit for drawing wires and proper size earth continuity wire shall be run throughout the length of the conduit with the earth wire being efficiently fastened to the conduit by means of special clamps.

6. PROTECTION

To minimize condensation or sweating inside the conduit pipes of outlets of Conduit system shall be adequately ventilated. All screwed and socket connections shall be made fully watertight by use of proper compound.

7. SWITCH-OUTLET & JUNCTION BOXES

All outlets for switches and other receptacles shall be equipped with rust proof outlets boxes of cast iron as called for, having external and internal surface true to finish. Where called for, outlet boxes for receiving switches and fan regulators shall be fabricated to approved sizes and covered with 3mm thick Formica /Bakelite/finolic cover plate. All boxes shall have adequate numbers of knock out holes of required diameter and an earthing terminal screw. The junction boxes and switch /socket outlets boxes shall be provided with 3.0 mm thick Formica / Bakelite cover plate secured to the box with brass countersunk screws. Outlets exposed to the weather shall be fully weather tight, complete with rubber gasket covers, glass where used shall be heat resistant. The outlets boxes shall be painted with two coats of bituminous paint before they are fixed in position. Outlets boxes fixed in concrete shall be a minimum depth of 75mm and the wall thickness of the boxes and spouts shall not be less than 2.0 mm.

8. INSPECTION BOXES

Rust proof inspection boxes of cast iron and of required size having smooth external and internal finish shall be provided to permit periodical inspection and to facilitate removal and replacement of wires when required. Inspection boxes shall be mounted flush with ceiling /wall finished surface and shall be provided with screwed covers of 3mm thick. Formica/Bakelite cover plate secured to the box with brass screw. Adequate holes shall be provided for ventilation in inspection box covers.

9. TELEPHONE SYSTEM

Conduit, junction boxes, draw boxes, outlets boxes and covers for telephone system shall be as described under relevant clauses elsewhere in these specification. Conduits for telephone system shall be at least 150 mm away from the electrical conduits. The conduits for telephone wiring shall be of specified size and shall terminate at outlets as indicated on the drawing. Telephone system conduits have garnished steel pull wires installed.

10. BUNCHING OF WIRES

Wires carrying current shall be so bunched in the conduit that the out going and return cables are drawn into the same conduit.

11. CONDUCTOR

All PVC insulated Copper conductor wires shall confirm in all respects to relevant Indian Standards.

12. DRAWING CONDUCTOR

The drawing and jointing of copper conductor and cables shall be executed with due regards to the following precaution. While drawing insulated wires into the conduit, care shall be taken to avoid scratches and kinks, which cause breakage of conductor. There shall be no sharp bends. Insulation shall be shaved off like sharpening of the pencil and it shall not be removed by cutting it square of wiring. Oxide inhibition grease shall be liberally applied at all terminal points. Stands of wires shall not be cut for connecting at terminals. The Terminals shall have sufficient cross sectional area to take all strands and shall be soldered. The connecting brass screw shall have flats ends. All looped joints shall be soldered and connected through terminal block /connectors. The pressure applied to tighten terminal screw shall be just adequate neither too much nor to less. Conductors having nominal cross section area exceeding 10 Sq. mm shall always be provided with cable sockets. At all bolted terminals, brass flat washer of large area and approved steel spring washer shall be used. Brass nuts and bolts shall used for all connections. Only certified wire men and cable jointures shall be employed to do jointing work. All wires and cables shall bear the manufacture’s label and shall be brought to site in new and original packages.

For all internal wiring PVC insulated wire of 650 /1100 Volts grade shall be used. The sub-circuit wiring for points shall be carried out in looping in system and no joints shall be allowed in the length of the conductor. If the use of joint connections is unavoidable due to any specified reason, prior permission in writing shall be obtained from the Consultant before the use of such connection No wire shall be drawn into any conduit, until all work of any nature, that may cause injury to wire is completed. Care shall be taken in pulling the wires so that no damage occurs to the insulation of the wire. Before the wire are drawn into the conduit, the conduits shall be thoroughly cleaned of moisture, dust, dirt or any other obstruction by forcing compressed air through the conduits. The minimum size of PVC insulated copper conductor wires for all sub-circuit fan points shall be 1.5 Sq.mm. In case of power circuit not more than two 15 amps power outlets shall be grouped in one circuit. All power outlet shall be provided with 1.5 sq. mm stranded copper earth wire or as specified.

13. JOINTS

All joints shall be made at main switches, distribution boards, socket outlets lighting outlets and switch boxes only. No joint shall be made in conduits and junction boxes. Conductors shall be continuous from outlets to outlet. Joint are unavoidable shall be made to confirm at approved standards.

14. MAINS AND SUB-MAINS

Mains and sub-mains cable where called for shall be of the rated capacity and approved make. Every main and sub-main shall be drawn into an independent adequate size conduit. Adequate size draw boxes shall be provided at convenient locations to facilitate easy drawings of the sub-main and main cables. As independent earth wire of proper rating shall be provided for every sub-main. Where mains and sub-main cables are connected to the switchgear, sufficient extra lengths of sub-main and mains cable shall be provided to facilitate easy connections and maintenance.

15. LOAD BALANCING

Balancing of circuits in three-phase installation shall be planned before the commencement of wiring and shall be strictly adhered to.

16. Shifting / re-locating of Ceiling fan / Fans , lights etc as required at site is included in the scope of work and No extra amount shall be paid on this regard.

SWITCHES ,RECEPTACLES & FIXTURES

1. SWITCHES

All 5 /15 amp switches shall be enclosed type flush mounted switches of 250 V AC grade. All switches shall be fixed inside the switch boxes on adjustable flat MS strip /plates with tapped holes and brass machine screw, leaving ample space at the back and sides of accommodating wire. Flush mounted fans regulators shall be fixed inside the switch boxes over adjustable MS flat saddles with tapped holes and brass machine screws. The switch controlling the light or fan shall be connected on the phase wire of the circuit. Switches shall be located at 1000 mm above finished floor level unless otherwise indicated.

Flush Plates All switch receptacles and telephone system outlets in walls shall be provided with 3mm thick Formica / Bakelite cover plates, secured to the box with countersunk brass screw. Where two or more switches are installed together, they shall have gang plates unless otherwise calls for.

2. WALL SOCKET OUTLETS

All 5 amp 3 pin wall socket outlet were called for on the drawing shall be switched and 3 pin type. All 15amp 3 pin wall socket outlets were called for shall be switched,3 pin type. The socket shall be erected approximately 150 mm above floor level, unless otherwise specified. The switch controlling the point outlets and socket outlets shall be on the phase wire of the circuit. The earth terminal of the socket shall be connected to the earth terminal provided inside the box by means of copper earth wire.

3. LIGHTING FIXTURES

The light fixture and fans shall be assembled and installed position complete and ready for service in accordance with the detailed drawing s, manufacturer’s instruction and to the satisfaction of the architect / Consultant. Fixtures shall be suspended true to alignment plumb level and capable of resisting all lateral and vertical forces and shall be fixed as required. All ceiling fans shall be provided with suspension arrangement in the concrete slab/ roof. It is duty of the contractor to make these provisions at the appropriate stage of the construction. Exhaust fans shall be fixed at locations shown on the drawings. They shall be wired to a ceiling rose at a convenient location near the fan. All switches and outlet boxes, fan and light fitting shall be bonded to the earth through connector blocks.

MCB’s

1 L series MCB’s shall be used only for light circuits. 2 G series MCB’s shall be invariably used for motor loads, halogen lamp fittings, sodium, mercury discharge lamps and all power points. 3 Rating, number of poles, type as MCB or Isolator, etc shall be specified in the tender documents. CABLES

1. GENERAL

MV cables shall be supplied, inspected, laid tested and commissioned in accordance with drawing, specifications, relevant Indian Standard Specifications cable manufacturer’s instructions.

The recommendations of the cable manufacturer with regard jointing and sealing shall be strictly followed.

1 MATERIAL � 3. INSPECTION � All cables shall be inspected upon receipt at site and checked for damage during transit. � 4. JOINT IN CABLES � The conductor shall take care to see that all the cables received at site are apportioned to various location in such a manner as to ensure maximum utilization and avoidance of joining cables. This apportioning shall be got approved by architect / consultant before the cables are cut to the lengths. Straight joints are prohibited. 2 LAYING CABLES The MV cable shall be PVC insulated Aluminum / copper conductor armored cable conforming to IS : 1554-1972 (part-1) laid in trenches,ducts and underground as shown on the drawings.

Cables shall be laid by skilled and experienced workmen using adequate rollers to minimize stretching of cables. The cable drums shall be placed on jack before unwinding the cables. Great care shall be exercised in laying cables to avoid forming kinks, the drums shall be unrolled and cables run over wooden rollers in trenches at interval not exceeding 2 meters. Cables shall be laid at a depth of 0.75 meters below ground level. A cushion of sand, not be laid in the same trench or along side a water main. The cable shall first be laid in

excavated trench 80 mm layer of sand and shall be spread over the cable. The relative position of the cable, laid in the same trench shall be preserved and the cables shall not cross each other as far as possible. At all changes in directions in horizontal and vertical planes, the cable shall be bent smooth with a radius of bend not less than 8 times the diameter of cable. Minimum 3 meters long loop shall be provide at both sides of every straight joint and 3 meters at each end of cable. Distinguishing marks shall be made on the cable ends for identification. Insulation tapes of appropriate voltage and in red, yellow and blue colors shall be wrapped just below the socket for phase identification.

Laying Direct in Ground

This method involves digging a trench in the ground and laying cables on a bedding of minimum 75 mm riddle soil or sand at the bottom of the trench and covering it with additional riddled soil or sand of minimum 75 mm and protecting it by means of tiles bricks or slabs. Depth of trench - The desired minimum depth of laying from ground surface to the top of cable is as follows: From top of the Cable to

ground surface Minimum depth

of trench

High voltage cables,3:3kV to 11kV rating 0.90 m 1.00 m High voltage cables,22kV, 33kV rating 1.05 m 1.15 m

Low voltage and control cables 0.75 m 0.85 m

Cables at road crossings 1.00 m 1.10 m Cables at railway level crossing (measured from bottom of sleepers to the top of pipe) 1.00 m 1.10 m

Width of trench –

The minimum width of the trench for laying a single cable shall be 35 cm. Where more than one cable is to be laid in the same trench in horizontal formation, the width of the trench shall be increased such that the inter-axial spacing between the cables, except where otherwise specified, shall be at least 20 cm. The bottom of the trench shall be level and free from stones, bricks bats etc.

6. PROTECTION OF CABLES 0 The cables shall be protected by bricks on the top layer of the sand for full length of underground cable. Where more than one cable is running in same trench, the bricks shall cover all the cables and shall project a

63 minimum of approximately 80 mm on either sides of the cable. Cable under road crossing and any other places subject to heavy traffic shall be protected by running them through Hume Pipes of suitable size. The depth of Hume Pipe shall be 1 meter below the finished road level.

7. EXCAVATION AND BACK FILL All excavation and back fill including timbering, shoring and pumping required for the installation of the cables be carried out by the Contractor in accordance with the drawings and requirements laid down elsewhere. Trenches shall be dug true to line and grades. Back fill for trenches shall be filled in layer not exceed 150 mm. Each layer shall be properly rammed and consolidate before laying the next layer. The contractor shall restore all surface, road ways, side walks, curbs, walls or other works cut by excavation to their original condition, satisfactory to the Architect / consultant. 2 TESTING OF CABLES

Prior to burying of cable, following tests shall be carried out: Insulation test between phase and phase and earth for each length of cable before and after jointing. On completion of cable laying work, the following test shall be conducted in the presence of the Architect / Consultant

� a. Insulation Resistance Test (section and overall) � b. Continuity Resistance Test. � c. Sheathing Continuity Test. � d. Earth test. All test shall be carried out in accordance with Relevant Indian Standard Code of Practice and Indian Electricity Rules. The contractor shall provide necessary instruments, equipments and labour for conducting the above test and shall bear all expenses in connection with such test. All tests shall be carried out in the presence of the, Architect / Consultant.

IV EARTHING

1 All the non current carrying metal parts of electrical installation shall be earthed properly. All metal conduits, trunking, cable Armour, switchgear, distribution boards, lighting fixtures and all other parts made of metal shall be bonded together and connected by means of specified earthing conductors to an efficient earthing system. All earthing will be in conformity with relevant Indian Electricity Rules 1956 and Indian Standard specifications IS: 3043-1966. � 2. Earthing conductor � Every earthing conductor shall be of high conductivity CU and shall be protected against mechanical injury or corrosion. � 3. Sizing of earthing conductor � All fixtures fans, outlet boxes and junction boxes shall be earthed with PVC insulated one sq mm stranded Cu wire. All single phase metal clad switches and distribution board shall be earthed with PVC insulated 2.5 sq mm stranded Cu wire. All 3 phase switches and distribution board up to 60 amps rating shall be earthed with 2 nos distinct and independent 8 SWG bare Cu wire. All 3 phase switches, bus bar and distribution panels of 100 amps and above shall be earthed with 2 nos distinct and independent 25x 3 mm Cu strips or as specified. � 4. Connection of earthing conductors : � Main earthing conductor shall be taken from the earth connections at the main distribution panel to the earth electrode with which the connection is to be made. Distribution boards, earthing conductors shall run Main Distribution Boards. Circuit earthing conductors shall run from s the exposed metal of equipment and shall be connected to any point on the main earthing conductor, or its distribution boards or to an earth leakage circuit breaker. Metal conduits, cable sheathing and armoring shall be earthed at the ends adjacent to switch boards at which they originate, or otherwise at the commencement of the run by an earthing conductor in effective electrical contact with cable sheathing. Where equipment is connected by flexible cord, all exposed metal parts of equipment shall be earthed by means of an earthing conductor enclosed with the current carrying conductor within the flexible cord. Switches, accessories, lighting fitting etc. which are rigidly secured in effective electrical contact with a run of metallic conduct shall not be considered as apart of earthing conductor for earthing purposes, even though the run of metallic conduit is earthed. 2 Earthing stations Plate electrode earthing :

Earthing electrode shall consist of 600 x 600 x 3 mm/300x3mm electrode as called for in the drawings. The electrode shall be buried as far as possible below permanent moisture level but in any case not less then 3mt below ground level. Wherever possible, earth electrode shall be located as near the tap, water drain or a down pipe as possible. Earth electrode shall nearer than 2 mt from the outer surface of the wall. The earth plate shall be set vertically surrounded with 150 mm thick layer of charcoal dust and salt mixture. A 20mm dia. G.I. pipe shall run from top edge of the plate to the level. The top of pipe shall be provided with a funnel and a mash for watering the earth through the pipe. the funnel over the G.I.

pipe shall be housed in a masonry chamber approximately 300 mm x 300mm x 300 mm deep. The masonry chamber shall be provided with a cast iron cover resting over CI frame..

� 6. Earth connection � All metal clad switches and other equipments carrying single phase circuit, shall be connected to earth by single connection. All metal clad switches carrying 3 phase shall be connected with earth by two separate and distinct connections. Earthing conductor out side the building shall be laid 600mm below finished ground level. The over lapping in CU strips in joints where required shall be minimum 75 mm. The joints shall be made with Cu / Brass bolts in approved manner. Lugs shall be bolted to the equipment body to be earthed after the metal is cleaned of paint and other oily substances. � 7. Artificial treatment of soil � If the earth resistance is too high and the multiple electrode dose not give adequate low resistance to earth, then the soil resistivity immediately surrounding the earth electrode shall be reduced by adding sodium carbonate, copper soleplate, salt and soft coke or charcoal in suitable proportion. 2 Resistance to earth The resistance to each earthing system shall not exceed 1.0 Ohm. Or as specified.

V TESTING

1. General

At the completion of the work, the entire installation shall be subjected to the following tests :

a) Insulation continuity test b) Insulation resistance test c) Earth continuity test. d) Earth resistivity test Beside the above tests any other test specified by the local authority shall also be carried out. 2. Testing of wiring All the wiring system shall be tested for continuity of circuits, short circuits and earthing after the wiring is completed and before energizing. 2 Insulation resistance test The insulation resistance shall be measured by applying between the earth and whole system of conductors, or any section there of, with all fuses in place and all switches closed and except in concentric wiring all lamps in position of both poles of the installation otherwise electrically connected together, a direct current pressure provided that it dose not exceed 600 Volts for medium voltage circuit.

Where the supply is derived from AC 3 phase system the neutral pole of which is connected to earth, either direct or through added resistance, pressure shall be deemed to be that which is maintained between the phase conductor and the less than 50 divided by the number of points on the circuit provided that the whole installation shall not be required to have an insulation grater than one mega ohm.

The insulation resistance shall also be measured between all conductors connected to one phase conductor of the supply and all the conductors connected to the middle wire of the neutral or to the other phase conductors of the supply. Such a test shall be carried out after removing all metallic connection between the two poles of the installation and in those circumstances the insulation shall not be less than that specified above. The insulation resistance between the case of frame work of housing and power appliances, and all live parts of each appliances shall not be less than that specified in the relevant Indian Standard specification and where there is no such not be less than half mega ohm.

� 4. Testing of earth continuity test � The earth continuity conductor metallic envelops of cable shall be tested for electric continuity and electric resistance of the same along with the earthing lead but excluding any added resistance and earth leakage circuit breaker measured from the connection from the earth electrode to any point in the earth continuity conductor in the complete installation shall not exceed 1 ohm. � 5. Testing of polarity of non linked single pole switches � In a two wire installation a test shall be made verify that all non linked single pole switches have been fitted in

the same conductor through out and such conductor shall be labeled or marked for connections, to phase conductor or to the non earthed conductor of the supply. In the three or four wire installation a test shall be made to verify that every non linked single pole switch fitted in a conductor to one of the phase conductor of the supply. The entire electrical installation shall be subjected to the final acceptance of architect, consultant as well as local authorities. 2 Earth resistivity test Earth resistivity test shall be carried out in accordance with Indian Standard code of practice for earthing IS 3043-1966. All shall be carried out in the presence of the architect / consultant. VI DISTRIBUTION BOARDS

The distribution panel and distribution boards shall be suitable for operation on three phase /single phase 415 /230 Volts, 50 cycles, neutral grounded at transformer and short circuit level not less than 31 MVA at 415 Volts. The distribution panel / boards shall comply with latest addition of relevant Indian standard and Indian electricity rules.

1. Construction features

The distribution panel /board shall be metal enclosed sheet steel cubical, indoor dead front, floor/ wall mounting type. The distribution board shall be totally enclosed complex dust and vermin proof. Gaskets between all advents units and beneath all covers shall be used to render the joints dust proof. Distribution boards shall be preferable arranged in multitire. All doors and covers shall be fully gasket ed with foam rubber and / or rubber strips and shall be lockable. All MS sheet steel used in the construction of distribution board shall be 2 mm thick all shall be folded and braced as necessary to provide a rigid support for all the components. Joints of any kind in sheet metal shall be seam welded, all welding slag grounded off welding pits wiped smooth with plumber metal. All the panels and covers shall be properly fitted and square with the frame, and holes in the panel correctly positioned. Fixing screws shall enter into holes taped into an adequate thickness of metal or provided with hank nuts. Self threading screws shall not be used in the construction of distribution boards. A base channel of 75 mm x 75mm x 9 mm thick shall be provided at the bottom or as specified. Knock out holes of appropriate size and number shall be provided in the distribution board in conformity with the location of in coming and out going. Removable sheet steel plates shall be provided at top and bottom to drill holes for cable entry at site if required.

2. Bus bar connections

The bus bar and the inter connections shall be electrolytic copper bar and of regular cross section suitable for full load current for phase bars and half rated current for neutral bus and shall be extensible on either side. The bus bar and the enter connection shall be insulated with insulation tape and color coded. The bus bar shall be supported on unbreakable non hygroscopic insulated supports at regulars intervals to with stand the forces arising from short circuit in the system. All bus bar shall be provided in a separate chamber and properly ventilated. All bus bars connections shall be done by clamping. No holes shall be drilled in the bus bar for mounting clamps.

All connections between bus bars and switches and between switches and cable alley terminal shall be through solid copper strip of proper size to carry full rated current and insulated with insulation tapes.

3. Construction feature of distribution boards

All distribution boards shall be provided with load break switches /MCB of appropriate capacity as incoming. All TPN distribution shall be provided with TP /SP MCB’s as out going. Separate neutral bus bar shall be provided for distribution boards.

MCB’s shall be provided on the phase of each circuit. The individual banks of MCB’s shall be detachable. There shall be ample space behind the banks of MCB’s to accommodate all the wiring. All the internal wiring of distribution boards shall be concealed behind 5mm thick Bakelite sheet. All the distribution boards shall be completely factory wired, ready for connection. All the terminal shall have adequate current rating size to suit individual feeder requirements. Each circuit shall be clearly numbered from left to right to correspond with wiring diagram. All the switches and circuit shall be distinctly marked with a small description of the service installed.

� 4. Cable compartments

� Cable compartments of adequate size shall be provided in the panels / boards for easy termination of all incoming and out going cables interring from bottom. Adequate support shall be provided in cable compartments to support cables .All incoming and out going switches, terminal shall be brought out to terminal blocks in cable compartment. � 5. Circuit compartments � Each circuit breaker and SF U's shall be housed in separate compartments and shall be enclosed on all side. Sheet steel hinged lock-able doors shall be duly interlocked with breaker /SFU in ON and OFF position. Salty interlock shall be provided for air circuit breakers to prevent the breaker from being drawn out when the breaker is in ON position, The door shall not from an integral part of draw out portion of the ACB. All instrument and indicating lamps shall not be mounted on ACB compartment door. Sheet steel barriers shall be provided between the tires in the vertical sections. � 6. Instrument accommodation � Separate and adequate compartment shall be provided for accommodation instruments, indicating lamps, control contractors and control fuses etc. These shall be accessible for testing and maintenance without any danger of accidental contact with live parts of circuit breaker, bus bars and connections. � 7. Terminals � The out going terminal of the breaker and neutral link shall be brought out to a terminal block suitably located at the rear side of the panel. Separate cable compartment shall be provided for incoming and outgoing cables. � 8. Wire ways � A horizontal wire way with screwed cover shall be provided at the top to take interconnecting control wiring between different vertical section. � 9. Switch fuse units � The switch fuse unit shall be three pole double break type suitable for low duty quick make and break action. Separate neutral link shall be provided with hinged doors duly interlocked with operating mechanism, so as to prevent opening of door when the switch is in ON position and also to prevent closing of the switch when door is not properly screwed. All contacts shall be silver plated and all live parts shall be shrouded. High rupturing capacity fuse links shall be provided with SF U's and shall be in accordance with IS 2208-1962 and having rupturing capacity of not less 31 MVA at 415 Volts. HRC fuse links shall be provided with visible indicators to show that they have operated � 10. Fuses � Fuses shall be HRC fuse link and shall be in accordance with IS 2208 –1962 and having rupturing capacity of not less 31 MVA at 415 Volts � 11. Current transformers � Current transformers shall be provided for main distribution boards carrying current in excess of 60 Amps where ever shown in drawing. All phase shall be provided with CT of accuracy class I and suitable burden to operate associated metering. CT shall in accordance with IS 2705 –1964. Separate CT ’s shall be used for protective devices. � 12. Distribution � All meters and indicating instruments shall be in accordance with relevant Indian standers. The meters shall be flush mounted and draw out type. Indicating lamps shall be low burden. � 13. Earthing � CU earth bars of 25 x 3mm shall be provided for the distribution panel for the full length of the pan eland connected to the frame work. Provision shall be made for connection from this earth bar to main earthing bar on both side of distribution panel 2 Meters All the meters shall be housed in a separate compartment and accessible from front only. Lockable doors shall be provided for the metering compartments. The distribution boards shall be provided with indicating panel comprising of one number (0 –500 volts ) 90 x 90 mm square type Voltmeter with selector and CT operated ammeter with selector switch of appropriate range and scale. Wring for motors shall be color coded and labeled with approved plastic beads for identification.

COMPLETION PLAN AND COMPLETION CERTIFICATE :

Completion plan drawn to a suitable scale in tracing cloth with indicating the

following along with three print copies of the same shall be submitted. a).

General layout of the building. b). Location of main switch board and

distribution boards, indicating the circuit numbers controlled by them. c).

Position of all points and their control. d). Types of fittings, viz. fluorescent,

pendants, bracket, bulkhead, fans and exhaust fans etc. e). Name of work, job

number, accepted tender reference, actual date of completion, names of

department. Names of firm who executed the work with their signature.

Definition and conventional symbols –

The definition of terms in I.E.E wiring regulation shall apply except the definition of a point.

1. Point wiring shall length from the tapping point on the Distribution Board to the following, via the switch. � (a) 3 plate ceiling rose (in the case of ceiling and exhaust fan points). � (b) Ceiling rose or connector (in the case of pendants except stiff pendant points). � (c) Back plate (in case of stiff pendants.) � (d) Socket outlet (in the case of socket outlet points) � (e) Lamp holder ( in case of wall brackets, batten points, bulk fittings and similar other fitting) � (f) Call bells /buzzer (in this case the words ‘via the switch’ shall be read as via the ceiling rose / socket outlet or bell push ‘where no ceiling Rose / socket outlet is provided). 2. The following shall be deemed to be included in the point wiring

� (a) Switch and ceiling Rose as required. � (b) Bushed conduit or porcelain tubing or pilcs pipe where cables pass through walls etc. � (c) Earth wire from three pin socket point to the Switch Board . � (d) All woods or metal block, boards and boxes sunk or surface type including those required for mounting fan regulator socket, switch etc. � (e) All fixing accessories such as clips, nail screw Phil plug, rawl plug, wooden plug etc. as required. � (f) Joint for junction boxes and connections to ceiling rose or connector, socket outlet lamp holder, switch fan regulator etc. unless otherwise stated.

(g) Circuit wiring from switch board to Sub- Distribution Board. Note –I

A light point controlled by two nos of two way switches shall be measured as one point from the fitting to the switches on either side. Note-II

In the case of call-bell / buzzer points with a single call bell / buzzer controlled by more than one place with a ceiling Rose / socket outlet or bell push where ceiling rose / socket outlet is not provided the length of point shall be from the call bell /buzzer to one of the bell pushes. The additional bell push on the same points shall be separately quoted for as indicated in the schedule of quantity.

L.T. PANEL AND DISTRIBUTION BOARDS

1.Scope of work under this item shall cover detailed Engineering, fabrication, assembly of switchgear, testing of distribution boards at factory, delivery at site, testing of L.T. distribution boards for 500V 50 Hz operation. Complete panel shall be fabricated at premises of approved vendor where fabrication, hydraulic/ power press, 7 tank metal treatment facilities are available. The design of distribution board shall confirm to latest applicable Indian Standards, safety codes as per detailed specification given in bill of quantities.

2. ENEGY METER PANELS

These shall be made as per the prevailing norms laid down by the concerned EB division of the area. Sizes of meter chambers, slotted angles, auxiliaries acrylic plate for meter reading, card holder, MCB compartment, locking and sealing arrangement etc shall all be as per the requirement of MPEB . All other details would be as per above mentioned. LT PANEL AND DISTRIBUTION BOARD specifications and those given in the schedule of items of the tender. The panels should be got approved by the competent of MPEB. 2 ENCLOSURES : The fabrication details of distribution boards shall be worked out on the basis of type (Floor mounted/ wall mounted ), area of auxiliaries ( on trench / on floor etc.) For free standing distribution boards a robust base channel of not less than 10 gauge with section of 100 x 50 shall be prepared. Complete panel shall be

fabricated as per following details:

Door, mounting plates of switchgear, Vertical compartment sheets 14 gauge

Compartment partition horizontal plates 16 gauge Gland plates ( with minimum 4 nos. of Fixing bolts) 10 gauge

The panel shall be provided with top as well as bottom gland plate unless specified otherwise. One gland plate shall be made suitable for maximum 4 nos. of cable, if no. of feeders in particular alley has more cables, then multiple cable glands has to be provided. The panel should be fabricated with separate provisions for bus bar chamber, cable alleys,

Instrumentation & metering units. Facility of front & back maintenance door shall be provided for every maintenance . Cable alley shall be provided with slotted angle supports of suitable size for cable supports at every 300 mm vertical hinges on one side. The front doors shall have panels door locks op enable by key & back door shall be with bolt type arrangement having locking washers. All doors shall have rubber gaskets along the periphery to ensure dust proof / vermin proof conditions. Suitable stiffeners if required due to larger size of doors are to be provided while fabricating doors.

The panel cubical shall be fabricated strictly as per details given in drawing . The panel shall be front operated front maintenance type, unless specified otherwise. The meter relays, indication lamps shall be provided on front doors with proper cutouts. The arrangements to mount ACB, SFU shall be made within the panel, however operating handles etc. shall be mounted on doors. Arrangement for earthing terminals extended flats of ‘AL’ on both sides to connect 50x 5 GI earth strips shall be provided on panel.

VENTILATION Ventilation louvers with removable type welded wire mesh are to be provided on sides of panel , backside cover of bus bar chamber doors. Also on PCC at top of bus bar chamber welded wire mesh protected ventilation duct with canopy of sheet shall be provided for proper cooling & to ensure temperature rise within limits as per standards. ¾” size propeller fan fixed on opening at both ends in case of main panel & floor mounted distribution boards.

BUSBARS

High conductivity electrolytic grade ‘Cu/ Al ‘ alloy of size as per details/ specifications confirming to E 91 E IS- 5082 shall be used to construct bus bar. The bus bar size shall remain same throughout the length of panel up to incomer & only branch sizes are to be different as per requirement & arrangement of outgoing feeders. Maximum current density permissible in aluminum bus-bar shall be 0.8A / sq mm. The bus bar shall be

provided with heat shrinkable sleeves with appropriate colour code for phase & neutral. The material sleeves shall be non inflammable & self extinguishing type. The bus bars shall be adequately supported by SMC – DMC fingers/ supporters, epoxy compound casted in desired no. & size to make care of thermal / mechanical stresses during normal & short circuit condition ( 50 KVA fault level).

HARDWARE/ MISCELLANEOUS ITEMS:

The hardware to be used in panels shall be zinc plated & all joints & connections shall be made with auxiliary zinc passivated or cadmium plated high tensile strength steel bolts/ nuts/spring washers etc. The make of hardware items shall be UNBREKO/ GKW. All control wires shall be of 1.1 KV grade flexible copper of Finolex/ Milax make with Dowell/ 3D make copper pin type lugs. The control fuses of HRC 2A/ 4A of English electric make shall be provided with ferrules for identification of wires. PVC gray casing for wires shall be provided in cubicles. All wire shall be suitably tied with PVC button straps. Appropriate rubber bushes, clamps are to be crossover of control wiring in cubicles etc.

PAINTING

After completion of fabricated work, fabricated structure shall be thoroughly cleaned to remove traces of grease, rust, scale and dust. The seven tank process for treatment of fabricated structure shall be painted with one coat of anti- corrosive surface/ primer & two coats of synthetic enamel paint. The furnished panels shall be dried in storing ovens in dust free atmosphere to ensure fine quality finish. The paint shall be Berger Luxol Higloss, with light gray colour in mat finish for outside. INCOMING & OUTGOING TERMINATION ARRANGEMENT

All incoming and outgoing feeders are to termination arrangement in separate cubicle . the incomer bus extension shall be provided from incomer SFU/ ACB/ MCCB up to incomer termination chamber. Also all outgoing feeders shall have bus bars extension up to cable alleys. Sufficient space has to be provided for termination of cable/wires in cable alleys. The feeders below 40A can be provided with flexible cable & ELMAX connectors. All feeders outlet shall be provided with insulated barrier plates between two outgoings. TELEPHONE SYSTEM

The wires and cable used for telephone system shall be as mentioned in list of approved make and PVC insulated and seated 0.5 sq mm. Tinned copper conductor wires of various pairs should be laid in previously laid conduits. The telephone wiring shall be carried out in the under mentioned manner confirming to the particular specifications:

a) In concealed system including providing and laying conduits, bends, junctions boxes, pull boxes, hardware etc.

b) The installation generally will be carried out in auxiliaries with the norms and rules laid down by the P& T dept. Of Govt. of India and IS specifications.

c) The rate shall be on the basis of supply and fixing of dummy conduits and supply, installation, testing and commissioning of telephone cables as described above on per meter basis and of tag blocks and distribution frames on per unit basis.

STATUTORY APPROVALS All statutory approvals from electrical inspectors and MPEB are to be obtained by the electrical contractor at no extra cost only official payment made in the Govt. treasury fir the first inspection of the electrical inspector

will be reimbursed to you against receipt. The work also includes getting connection sanctioned from MPEB for individual meter for office/ flat and common meters at no extra cost. Only official charges to be deposited for deposit of MPEB shall be reimbursed against treasury slip.

APPROVED MAKE OF MATERIALS ( For Internal Electrification )

S. No. Description MAKE

01. Multistranded PVC insulated copper Wires 650 V Gr.

Havells / Finolex

02. M.S.Conduit and accessories B.E.C. / N.I.C. / A.K.G.

03. Coaxial cable for T.V. Finolex / National

04. Telephone wire Delton / Finolex

05. AL.Ar. XLPE / PVC Cables C.C.I. ( Cable Corpn. Of India ) / Polycab / Finolex

06. M.C.C.B. / M.C.B. / E.L.C.B. / D.B.’s MDS / Siemens / L & T / Ligrend/ Schneider /

07. LOAD LINE DB MDS / Havells

08. Ceiling fan and exhaust fan Crompton / Bajaj /Haveels

09. Luminaires Philips / Bajaj / Crompton / Wipro

10. Decorative light fittings Philips / Bajaj / Crompton / Decon / Twinkle / K-lite / Wipro.

11. Geyser Recold / Bajaj / Crompton

12. PVC Non metallic Conduit and accessories.

B.E.C. / Precision / A.K.G.

13. Bulb holder , Ceiling rose , 6 / 16 A Switch / socket, Telephone , T.V. outlets socket, Electronic Regulator.

Anchor / Legrend

14. Panel Manufacturer Juhi Electrical , Bhopal , BSPL , Bhopal Ajanta Fabricators , Bhopal. Herz Electricals, Indore. Power Control , Indore. CPRI approved Manufacturers.

15. G.I.PIPE SWASTIK / KHANDELWAL / PRAKESH 16.

Computer Cable Finolex / D-link

17. Air Conditioners Voltas, LG, samsung (3 star)

NOTE :

All The materials to be ISI marked. The materials shall be only of the approved makes as specified in thisor ISI: Marked. The Contractor shall submit samples of all the makes as specified in this list and The Consultant / Owner shall have the power to select any of them.

Consultant / Owner decision in this regard shall be binding on the Contractor. In case any material is not available for any one or all of these approved makes the Consultant / Owner shall select and approve alternative make(s).

CHINA MADE ITEMS ARE RESTRICTED MATERIAL SPECIFICATION

SN O

PARTICULARS MAKE NAME

1 Teak Wood T.W First class/second class teak wood approved by the Architect or as per specification

2 Partical board ( BWP Grade) Novapan , Nova teak , green bonded with phenol, pharmealdehyde resin confirming to relevant I.S Code (exterior grade) or ISI: Marked

3 Block Board / Bwp grade duro ,century archid, Corbett bounded with phenol pharmaldehyde resin bounded Confirming to IS:303-1989/ IS 1659-1990 or ISI: Marked

4 Prelaminated partical board Novapan, Kit , external grade bounded with phenol phamel dehyde resin or ISI marked

5a Veneer Duro , hunsul , timex, Archid on 3.5 mm ply with 0.6 mm veneer face or ISI: Marked

5b Laminates 1.5/ 1.00 mm thick formica sundac, signature of approved shade or ISI: Marked

6 Gypsum plaster board Indian Gypsum 7. Door closer Efficient Gadget 8. Mortice Lock Godrej 9. Latex Cavity Rubber As approved by the architect ISI grade

10. Foam Rubber As approved by the architect ISI grade 11. Sofa Tapestry As approved by the architect 12. Glass Panes/ Mirror Modi Float Glass & Saint Gobin 13. Lamp Fixture Electrical ( Wipro) Phillips Twinkal 14. Paint Melamine Berger, ICI, , Asian 15. Electrical switches LK FUGA, MK , MDS or ISI: Marked 16. Electrical wire Finolex, RR or ISI: Marked 17. Electrical , mcb , db Data MDS MK , l& t Hager or ISI: Marked

BOQ INTERIOR WORK FOR BANK OF BARODA NEEMUCH BRANCH

A Civil work S.N. Discription Qty Unit Rate Amount

1 Dismentaling / Removing of old electrical wiring, if required 1 Lump sum partition & file cabinate etc complete shifting of debris Job from site/cartage upto nearest Municipal dumping site. And useble materials stacking in 100 m lead as directed by the bank officer Lump sump 1 job

2 Vitrified Tiles: Providing, laying and fixing of vitrified tiles 2225 Sqft size 600 x600 (First class Premium Quality), laid insuggusted pattern with inlay/band/strip of contrast colour, (colours and shade of the tiles shall be approved by the Bank , on floor . The tiles must be fixed on over existing tiles of chamical solution including joint filling with neat white cement (and/or mixed with required pigment of matching shade), complete with cleaning and curing.

3 Fixing of 4" high skirting flushing with wall 225 Rft

4 4 Providing and laying Ceramic glazed floor tiles of any 50 Sqft size (9- 10mm thickness) of 1st quality conforming to IS : 15622 of approved make in all colours, shades, except White, Ivory, Grey, Fume Red Brown laid on 20mm thick bed of Cement Mortar 1:4 (1 Cement : 4

sand) including pointing the joints with white cement and matching pigments etc., complete. Sqft. 100.00 9 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (6-7mm thickness) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in- Charge in skirting, risers of steps and dados over 12 mm thick bed of cement joints with white cement and matching pigments etc., complete.

5 10 Wall painting with plastic emulsion paint of approved 2105 Sqft brand and manufacture to give an even shade:including applying Birla/J.K. wall care interior mix putty for interior surface i/c sand papering for making the surface smooth for applying any or vinyle paint with all cost of materials, labours, and scaffolding etc. in all position complete

6 11 two of more coats of Oil Bond Distember with brush 2200 Sqft over the existing wall after scrapping the existing finish. approved brand and manufacture to give an even shade: with all cost of materials, labours, and scaffolding etc. in all position complete

7 13 Painting Steel work with Deluxe Multi Surface Paint to 300 Sqft

give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture

8 18 Providing and fixing C.P. brass long nose bib cock of approved 2 No.

quality conforming to IS standards and weighing not less than 810 gms.make hindwair No. 3 10 19 Providing and fixing mirror of superior glass (of approved 2 No.

quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 600x450 mm No. 2

11 Providing and fixing PTMT towel ring trapezoidal shape 2 No. 215mm long, 200mm wide with a minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality and colour. Weighing not less than 88 gms

12 providing & fixing of 550 x400 wash basin inclusive of angle cock 1 No. pillar cock, bottle trap etc. con\mplete Total B FURNISHING WORK

1 FALSE CEILING. a.) Gypsum Board Ceiling: Providing, fabrication and fixing in 2200 Sqft position of false ceiling at a hight of 9'6" to 10' from floor (or the hight will be desided on spot as per the site conditions) by fixing 12 mm Th. Gypsum Board sheets on frame work of GI sheet section. The main runners of 22 gauge GI sheet and cross runners of 24 gauge GI sheet must be framed to form a mesh of 2'0"x2'0" c/c. The Gypsum Board must be fixed to the GI frame and joints must be properly filled in with POP paste and paper tape, supplied by the manufacturer, to get a leveled smooth ceiling, including acrylic paint three or more coats. Recessing of the Gypsum Board for light fixtures must be done alongwith extra frame work of GI sheet section to hold the consealed light fixtures. b.) Armstrong Ceiling: Providing, fabrication and fixing of 225 Sqft false ceiling at all heights of 600 mm x 600 m x 12 mm armstrong mineral fibre ceiling tiles of type BIZA RH - 90 laid on armstrong prelude XL exposed grid systems with 9 mm wide T Section flanges colour white. The framework comprise of main runner spaced at 1200 mm centers 1200 mm maximum centers. Hangres ( GI wire ) to be fixed by approved roof plug and screws etc. The last hanger at the end of each main runner should not be greater than 450 from the adjacent wall. Flush fitting 1200 mm long cross tees ( with double stiching ) to be interlocked between main runners at 600 mm enter from 1200 x 600 mm modules. Cut

cross tees longer than 600 mm to be supported independently 600 mm x 600 mm modules to be formed by fittings 600 mm long flush fitting cross tees centrallybetween the 1200 mm cross tees. Perimeter trim to be armstrong wall angle secured to walls at 450 mm maximum centers.

2 FULL HEIGHT PARTITION PARTLY GLAZED 653 Sqft Providing, fabrication and fixing of flush type partition made of iind class teak wood frame work, 6mm thk plywood and 6mm th. etching glass. The horizontal and vertical sections (2"x2.5") of teak wood must be framed to form a mesh of 2'0"x2'0" c/c and 6mm thk plywood must be fixed on both sides of the framed grid up to 3'9" ht. from floor (to match with the height of counters), the glass between 3'9" & 7'0", and 6mm thk plywood, on both sides of the wooden grid, above 7'0" upto ceiling. 4" high skirting must be fixed on both sides of the partition. The exposed surfaces of plywood must be covered with 1.0mm thk laminate. The glass must be held in position with 1"x1" decorative quarter bead of teak wood on both sides. All the exposed teak wood must be finished with 3 coats of melamine polish. (mesurment up to falce ceiling height only) Sqft. 1330.00

3 LOW HEIGHT PARTITION Partition: Providing, fabrication and fixing of flush type partition, 138 Sq ft made of iind class teak wood frame work, 6mm thk plywood and 12mm thk etching glass. The horizontal and vertical sections (2"x2.5") of iind class teak wood must be framed to form amesh of 2'0"x2'0" c/c and 6mm thk plywood must be fixed on both sides of the framed grid up to 3'0" ht. from floor. 1'6" high glass (having it's top edge machine polished), in harmoney with the glass fixed as in "a" above, must be fixed above 3'0". The glass must be held in position with D bracket. 4" high skirting must be fixed on both sides of the partition. The exposed surface of ply must be covered with 1.0mm thk laminate. All the exposed teak wood must be finished with 3 coats of melamine polish.

4 MID HEIGHT SOLID PARTITION ( 7' High ) 85 Sqft Partition: Providing, fabrication and fixing of flush type partition, made of iind class teak wood frame work, 6mm thk plywood . The horizontal and vertical sections (2"x2.5") of iind class teak wood must be framed to form amesh of 2'0"x2'0" c/c and 6m thk plywood must be fixed. 4" high skirting must be fixed on both sides of the partition The exposed surface of ply must be covered with 1.0mm thk laminate. All the exposed teak wood must be finished with 3 coats of melamine polish.

5 PANELLING OF COLUMN/ WALLS 610 Sqft Providing, fabrication and fixing of 12mm Th. plywood around the columns as per the drawing. Wooden plugs of Teak-wood must be nailed at 3'0"x2'0" c/c and all the plugs must be cut after levelling them with line-dori along the diagonals of the wall, such that the gap between the wall and the plyboard is not less than 12mm at any place. The plyboard

then be fixed, by screwing, on the levelled plugs, such that the final surface of the ply is smooth and in uniform level. All the exposed ply must be covered with 1.0mm thick laminate. 4" high skirting of 12mm. Th. plywood must be fixed on exposed surfaces and it must be covered with 1.0mm Th. laminate. The top edge of the skirting must be protected with 12mm x12mm quarter round bead of teak wood. All the exposed teak wood must be finished with 3 coats of melamine polish.

6 FILING CABINET Low Height / full height Cabinet: Providing and fabrication 137 Sqft of 3' high and 1'6" deep file/storage cabinet with cabinet body of 18mm,12mm & 6mm thk plywood. One row of drawers (mounted on drawer slider) must be there on the cabinet and shuttered shelf under the drawer must be provided. The shutters of the shelves must be of 19mm thk block board. All the external exposed surfaces of the cabinet must be covered with 1.0mm thk laminate. All the internal/ hidden surfaces must be finished with one coat of primer and three coats of synthetic enamel paint of matching colour of the laminate. All the edges/corners of the plywood must be protected with 6mm thk plain teak wood bead. 4" high skirting must be fixed on exposed surfaces. All the exposed teak wood surfaces must be finished with three coats of melamine polish. Multipurpose lock and handle must be fixed on shutters and drawers.

7 SOFA SET Providing and frabrication of box type sofa in waiting hall 2 No. with wooden frame and 18 mm ply wood. High density rubber foam of 4" thick on seat and back and 1" thick U- foam covered with by approved make tapestry (cost of tapestry should not be less than Rs. 400 per metre. seats 3

8 MAIN ENTRANCE DOOR 48 Sqft Providing, fabrication and fixing of complete entrance door as per drawing. The frame must be made of 6"x3" teak wood. The door opening must be 5'0"x7'0"(h) . The door shutters must be made by fixing 12mm thk etching glass in 6"x1.5" teak wood section (only as top rail and as bottom rail, no wooden pieces must be fixed on sides of glass shutter). A decorative quarter teak wood bead of 12mmx12mm must be fixed on both sides of the glass. All the teak wood must be finished with three coats of melamine polish. Handles, tower bolt, mortise lock and night latch must be fixed on the door. The door must be mounted on floor spring.

9 Vertical blinds 245 Sqft Providing and fixing of vertical blind of approved make and manufacture as per approved shade of VISTA OR MAC make.

10 Providing & Fixing Notis Board 6fit x 3fit 4 Nos

11 Providing and fixing in position cheque collection box of size 1 Nos

300 mm x 150 mmX450mm made of 19 mm thick commercial block board duly laminated and bidding wherever necessary. All unexposed faces to be oil painted as directed

12 Provided and fixing in position customer's writing stand 2 Nos made of 19 mm thick commercial block board with two no of shelves, size of table will be 150mm x 450mmx100mm ht. duly laminated, 8mm thick glass pockets for slips, al unexposed faces to be oil painted bidding to be melamine. As directed

13 May I help you counter providing & fixing made of 18mm 1 Nos thick commertial ply with 1mm thick laminate size 2' wide x app. 5' length (curveture) x 2'6” ht. As per the instruction of the architect nos 1.00 T O T A L Rs. C Bank of Baroda Neemuch Branch Electrical Work S.No.

Particulars Qty.Unit Rate Amount A-1 Providing,wiring(supply,fixing,testing,& commissioning etc.)for light point/fan point/exhaust fan point/call bell point etc.with 2 x1.5 sqmm stranded copper conductor PVC insulated in rece- ssed/surface pvcconduit with accessories modular switches, ceiling rose, bulb holder etc.fitted in standered concealed sheet steel boxes,i/c 1.5 sqmm PVC insulated copper earth wire etc. complete as required.Point rate inclusive of circuit wiring (One circuit for every six point ) ( wire colours:red, black, green) one switch and socket 5 Amp to be provided on each board. a) Providing and fixing one light point controlled by one switch. 27 No. b) Providing and fixing two light point controlled by one switch. 30 No. c) Providing and fixing one fan point controlled by one switch with regulator as required. 16 No. A-2 Providing & fixing 3 pin 5A socket & switch modular type on 12 No. sameboard fitted in concealed sheet steel boxes A-3 supply,fixing,testing & commissioning of 2 set of 3 pin 5A 10 No. socket & switch modular type on separate board fitted in conc- ealed sheet steelboxes. (For UPS supply) computer point inclusive of circuit wiring A-4 supply,fixing,testing & commissioning of 6/16A socket & 5 No. switch modulartype fitted in concealed metal boxes/surface unbreakable boxesas required. With 2x 2.5 Sqmm +1x1.5 sqmm earth wire inclusive of circuit wiring B-1 Supply,installation,testing,& commissioning of the surface 1 No. /recess mounting distribution board with plug & socket 20 Amp for MCB with20 A SP MCB i/c internal connection, earthing etc.

& making good allthe damages, painting, cleaning the site etc. complete as per site requirement& as directed. ( in BM cabin ) B-2 LIGHT/POWER DISTRIBUTION BOARD: Supply,installation, 1 No. testing,& commissioning of the surface/recess mounting 4 way MCB three phase distribution board for single phase outgoing with IP 20 protection direct on wall i/c the following accessories: 1 No. TPN MCB DB 4 way 1No. TPN MCB 32 A 8 Nos. SP MCB 6 A 3 Nos. 3 nos. SP MCB 20 A B-3 UPS DISTRIBUTION BOARD: Supply,installation,testing,& 1 No. commissioning of the surface/recess mounting 4 way MCB three phase distribution board for single phase outgoing with I P 20 protection direct on wall i/c the following accessories: 1 No. TPN MCB DB 4 way 1No. TPN MCB 32 A 8 Nos. SP MCB 10 A I/c internal connection, earthing etc. & making good all the damages, painting, cleaning the site etc.complete as per site requirement & as directed. Nos. 1 B-4 UPS OUTPUT DISTRIBUTION BOARD: Supply,installation, 1 No. testing,& commissioning of the surface/recess mounting 4 way MCB three phase distribution board for single phase outgoing with IP 20 protection direct on wall i/c the following accessories: 1 No. SP MCB DB 4 way 1No. SPN MCB 32 A 10 Nos. SP MCB 6-20 A I/c internal connection, earthing etc. & making good all the damages, painting, cleaning the site etc.complete as per site requirement & as directed. Nos. 2

B-5 Supply,installation,testing,& commissioning of loadline distribution 1 No.

distributionboard - double door TPN vertical DBs 8 way with 100 A MCCB - 1 Nos. 63 A TP MCB - 2 Nos. 40 A TP MCB - 1 Nos. 6-32 A SP MCB - 15 Nos. Nos. 1

B-6 Providing and fixing at front operated manual changeover switch 1 No.

100A to be fixed at site i/c all accessories inter connection etc. complete. B-7 Supplying, laying & fixing 4 core 10 sqmm PVC insulated 110V 30 Mtrs. flexiablecopper cable with clamps/saddles at equal interval from main switch to UPS DB as required complete with 8 SWG GI wire runalong with the cable. Making good all the damages. B-8 Supply & fixing of fan hook on ceiling by exposing steel rod by 16 No. chiseling & hanging of 'S' type fan hook & making surface good complete in all respects. Nos. 20

STRUCTURE CABLING WORK/COMPUTER NETWORKING D-1 Supply& installation of following factory fabricated patch cords (STPCAT6) complete with connections & boots on both sides. A) One meter length 10 No. B) Two meter length 10 No. D-2 Supply & laying of four pair STP-CAT 6 LAN cables in existing 200 Mtrs. PVC conduit/floor trunking. D-3 Supply & fixing of modular type information outlets (RJ-45) with 10 No. suitablesize M.S./PVC moduler boxes complete with insulation displacementconnectors etc.suitable for STP-CAT 6 LAN cabling. A) One port Nos. 10 D-4 Supply & laying/fixing of following rigid PVC non metallic conduit 1.6mm wall thickness of approvrd make on surface (wall/column /beam/celling etc.)/in concealed manner i/c with all accessories like bends,tees, junction boxes etc. I/c necessary breaking and cementing the floor if required, complete as required. A) 20mm dia 40 Mtrs. B) 25mm dia Mtrs 100 75 Mtrs. D-5 Supply,drawing,testing,& commissioning of 0.61mm dia 7 No. telephone cable tinned copper conductor PVC insulated & she- telephoneanti termide, colour coaded twisted pairs & rip cord in existingpipe/trench/tray/beam/column/floor etc. with all necess- existingi/c connections identification by numbering etc.complete with telephone jack as requiredas per ITD specification. D-7 Supply & fixing of krone type telephone type tag block,suitable 1 No. for themulty telephone cable & shall accommodate tin plated phosphorbronze connectors, the connector shall splice unskinned cables upto0.61mm dia & shall be terminate both incomming & outgoing lines.The tag block shall be mounted inside fabricated 14SWG GI box ofsuitable size with removable hinged cover & locking arrangement &shall be fully accessible.The item is inclusive of providing & fixing of GI boxes in recessed/surface system etc. as required complete. a) 10 pair tag block LIGHTING FIXTURES & FANS E Supply, installation,testing, & commissioning of lighting fixtures. All fixtures should be complete with all accessories such as lamps,starters, low loss copper chokes,PF improvement capacitors etc.The fixtures should be complete with ball & socket type vibration

dampers & all accessories with necessarydown rods.Above specification

governs all work specified below: E-1 Wall/ celling or recess mounted 4x 18 W mirror optic CFL 11 No. luminairewith prismatic lourve & polished &anodised aluminum mirror reflectorcomplete in all respect. TBS 869/414/D8 HF

labour only for removing and refixing of existing tube light E-2 Down light fitting suitable for 2X18 W CFL lamp complete with 42 No. all accessories& lamps. 2X18 W CFL PHILIPS (FBH 150/218) or equivalent. E-3 supply & fixing of wall bracket fan 400 mm sweep crompton 2 No. (WMSD xgold) or equ make Nos. 2 labour only for removingof existing 10 No. E-4 supply & fixing of t-5 series 28w fitting complete with all accessories Philips crompton, bajaj or equ. 4 No. E-5 supply & fixing of fresh air exhaust fan with louvers 300 mm 2 No. sweepcomplete with all accessories crompton, bajaj or equ. E-6 supply & fixing of ceiling fan 1200 mm sweep complete with 15 No. all accessorieslike down rods & step regulator complete in all respects.-Make cromptonor equivalent. E-7 A.C. Point With 20 amp socket switch 1 No. BOQ OF INTERIOR WORK FOR BANK OF BARODA NEEMUCH BRANCH A Civil work B FURNISHING WORK C ELECTRICAL WORK & AIR CONDISNING TOTAL STRONG Cost of Air conditioning work Providing & fixing in position A.C. Of 2 T capacity of 6 No. 5 star rating of approved make such as Samsung, L.G.with installation of A.C. inclusive of fiiting of A.C. Complete Cost of Extra site work Providing & fixing in position Extra copper pipe line along with 175 Rft drain pipe up to final out let inclusive of all civil work & repairing of all jhirri made in proces of fixing of pipe line etc. complete Providing & fixing in position boxing for out let of A.C. drain 60 Rft pipe made in water proof ply in 12mm finish by 1mm yh mica of approved shade etc. complete