STATE BANK OF INDIA · 2017-07-10 · 3 of 122 STATE BANK OF INDIA- MURBAD BRANCH FURNITURE CIVIL...

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STATE BANK OF INDIA- MURBAD BRANCH FURNITURE CIVIL WORK Signature of Contractor / Authorized Person With Rubber Stamp Architect- Dilip Kulkarni & Asso.

FURNITURE CIVILWORK

FOR

STATE BANK OF INDIA

MURBAD BRANCH AT

GROUND & 1ST FLOOR, SAIKRUPA BLDG., ZUNJARRAO COMPLEX, KALYAN MURBAD ROAD, SONARPADA, MURBAD.

MAHARASHTRA – 421 401.

JOB PERIOD – 08 WEEKS

DATE OF ISSUE: - 05.07.2017 TO 20 /07.2017

PRE-BID MEETING ON SITE : - 17.07.2017 AT 11.30AM

SUBMISSION OF TENDER: - ON 20.07.2017 UPTO 2.30 P.M.

OPENING OF TENDER: - 20.07.2017 AT 3:00 P.M

E-REVERSE AUCTION: DATE WILL BE INTIMATED LATER

TECHNICAL BID

- :ARCHITECT: -

DILIP KULKARNI & ASSOCIATES ARCHITECTS, INTERIOR & LANDSCAPE DESIGNER

5, Laxmi Building, Municipal Chawl, Ground Floor, Dr. Ambedkar Road, Near Jaihind Talkies, Chinchpokli (E) Mumbai - 400 033.

TEL.: - 022 – 2283 5003 / 022 – 2202 1629. FAX: - 2202 7315 MOBILE: - Mr. Rajan: - 98200 76349 / 97694 01774

E-MAIL – [email protected]

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NOTICE INVITING TENDERS

Sealed tenders are invited for Proposed INTERIOR / CIVIL AND FURNITURE WORK OF MURBAD BRANCH FOR STATE BANK OF INDIA – GROUND & 1 st FLOOR, SAIKRUPA BLDG., ZUNJARRAO COMPLEX, KALYAN MURBAD ROAD, SONARPADA, MURBAD, MAHARASHTRA – 421 401. Tender copies will be available from the office of Architects M/s. Dilip Kulkarni & Associates – 5, Laxmi Building, Municipal Chawl, Ground Floor, Dr. Ambedkar Road, Near Jaihind Talkies, Chinchpokli (E) Mumbai - 400 033, from 06.07.2017 to 20.07.2017 between 10.30 a.m. to 6.00 p.m. (Saturday upto 2.30p.m.) on payment of Rs.1,000/- (Rupees One Thousand Only) by Cash /Demand Draft in the name of M/s Dilip Kulkarni A/C Maintenance which sum is non-refundable.

The other details are as under:

1 Name of Work Interior/ civil and Furniture Work For State Bank Of India – Murbad Branch Ground & 1st floor, Saikrupa Bldg., Zunjarrao complex, Kalyan Murbad Road, Sonarpada Murbad Maharashtra – 421 401.

2 Time allowed for completion 08 WEEKS including mobiliza t ion per iod of 15 days.

3 Earnest Money Deposit Rs.27,000/- (Rupees Twenty Seven Thousand only) by Demand draft drawn in favor of State Bank of India, on any Nationalized Bank, payable at Mumbai.

4 Total security Deposit with Retention money 5% of contract value 5 Initial Security Deposit 2% of contract value (Less: EMD) 6 Cost of tender documents Rs.1, 000/-. by Cash /Demand Draft in the name of

M/s Dilip Kulkarni A/C Maintenance which sum is non-refundable

7 Date of Issue of Tender From 06.07.2017 To 20.07.2017 8 Pre-bid Meeting On 17.07.2017 at 11.30 am. 9 Date of Submission of Tender On 20.07.2017 up to 2.30 pm.

10 Date and time of opening of Technical Bid On_ 20.07.2017 at 3.00 pm

11 E-Reverse Auction: Date Will Be Intimated Later

12 Authority for Opening tender Assistant General Manager RBO-I, State Bank of India, Thane (Central), Wagle Ind. Area, Plot No.B-35, 2nd Floor,Wagle Estate Circle, Thane (West)- 400 604.

13 Defects liability period 12 months ( Twelve Months) from the date of issue of virtual completion certificate

14 Validity of offer 3 months from the date of e reverse auction 15 Liquidated Damages: 0.5% per week subject to maximum of 5% of

contract value

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16 Rates quoted by the tenderer shall remain firm throughout the contract period (including authorized extension). Rates quoted shall be inclusive of GST, Duties, levies, royalties & other Incidental / other industrial charges etc. In the instant case; the PVA clause is not applicable as completion period of project is less than Twelve months. 17 Digital signature You are advised to obtain digital signature at the

Earliest (if you do not already have). It is mandatory.

18 Agency for arranging online bidding (technical bid, indicative price bid and E-Reverse Auction)

e- procurement technologies Limited, Ahmedabad Ph. No: +91 7940230809/807/803 Mobile No: + 91 9879996111 You are requested to contact the agency for completion of all the business formalities at the earliest. 19 Name of Bank’s Engineer for any

Clarification. Mr. Vivek Kulkarni –Chief Manager -,LHO,Mumbai +91 8879078087

20 Name of Bank’s Assistant General Manager Mr. Ravindra Gurav – AGM (RBO) +91 7045455645

21 Name of the Project Architect Rajan Indulkar –98200 76349 M/s Dilip Kulkarni & Associates, Mumbai 9769401774, 022 22835003 / 23724865

Please note that SBI has the right to accept/reject any/all tenders without assigning any reason.

Yours faithfully,

For Dilip Kulkarni & Associates

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TENDER NOTICE NOTICE INVITING TENDER FOR INTERIOR WORK FOR MURBAD BRANCH FOR STATE BANK OF INDIA – AT GROUND & 1 st FLOOR, SAIKRUPA BLDG., ZUNJARRAO COMPLEX, KALYAN MURBAD ROAD, SONARPADA MURBAD, MAHARASHTRA – 421 401. Sealed tenders are invited from the bank’s empanelled contractors of Mumbai Circle in the category interior contractors from 5 to 500 Lacs are only eligible to apply “interior category contractors empanelled in Mumbai Circle between Rs 5 Lacs to 500 Lacs” and empanelled in Mumbai Circle are only eligible to quote tender. The cover duly sealed should be super scribed with (TENDER FOR INTERIOR WORK OF MURBAD BRANCH ) and it should bear the name and address, phone no. of the interior contractors. The cover should be duly sealed and addressed to Assistant General Manager RBO-I, State Bank of India, Thane (Central), Wagle Ind. Area,Plot No.B-35, 2nd Floor, Wagle Estate Circle, Thane (West)- 400 604 .The copy of the tenders can be collected from architects’ office against payment of non-refundable tender document fee. 2.The sealed tenders should be dropped in the tender box kept in the Assistant General Manager RBO-I, State Bank of India, Thane (Central), Wagle Ind. Area,Plot No.B-35, 2nd Floor,Wagle Estate Circle,Thane (West)- 400 604 at above address as per the details given the in the technical bid documents. The EMD demand draft/Bankers Cheque of the required amount as prescribed in the technical bid should be obtained a fresh after the issue of this advertisement and old demand drafts obtained prior to issue of this notice will be not accepted and the tender shall be summarily rejected without assigning any reason thereof. The tenders not accompanied with EMD shall be summarily rejected. 4. All taxes including (Proposed GST)/ Sales Tax, VAT, Service Tax or any other taxes on materials or on finished work like contract tax, Turn over Tax etc or any other tax subsequently levied / the present taxes enhancement in any other manner by Govt will have to be paid by the contractor only. Bank will not entertain any claim whatsoever in this respect, other terms of Tender are mentioned in the Tender document. It is hereby clarified that the tender same needs to be collected from architects’ office against payment of non-refundable tender document fee. 5. The Bank reserves the right to accept/ reject any or all the tenders without assigning any reason whatsoever. ELIGIBILITY CRITERIA- MUST SATISFY ALL POINTS GIVEN BELOW The eligibility criteria and general scope of work to be carried out by the contractors / firms are as under and will include – 1. The interior and civil contractor should have at least 5 years experience in Interior and Civil

Renovation Works of Banks works/other PSU/ Office works.

STATE BANK OF INDIA PREMISES AND ESTATE DEPARTMENT, 3RD FLOOR, SYNERGY BUILDING, LOCAL HEAD OFFICE, BANDRA KURLA COMPLEX, MUMBAI-400051. Ph. No. 67514341,67514342,67514337 Fax – 022-26506595

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2. The interior and civil contractors should have executed 02 (two) such type of similar (Interior

and civil) work in the last 02/03 years for Banks successfully, If any contractor’s two or more work is pending/ is running delayed as per tender conditions their tenders will not be considered for this project and summarily rejected on technical grounds. Contractors /firms /Cos should submit the latest IT return/ extracts of form 26AS in this regard. Failing which the tender may be liable to be rejected. It is desirable to submit the completion certificate along with the technical bids for the works carried out in recent times.

3. The interior and civil contractors /firms are requested to submit the completion certificate

from the user departments / project architects/bank’s having completed the works satisfactorily and within time schedule from the user dept/ of PSU / Banks.

4. The interior and civil contractors /firms should be an income tax assesses and should have filled

income tax return for the last assessment year. Failing which their tender is liable to be rejected.

5. The interior and civil contractors /firms should have carryout the plumbing work through the

licensed plumber of municipal/local fire authority or Other regulating agency for carrying out the required works and if required they should obtain the permissions from Municipal and other Local Authorities and bank will pay the official charges only and contractor has to obtain the permissions from the local authority If required.

BROAD SCOPE OF WORK: - A The contractors shall submit a proper PERCHART/ Bar chart incorporating all the activities

required for the completion of the project within one week of the receipt of the work order and well in time.

B Contractors will keep one site supervisor for above work in compliance with rules applicable to

the local area and regulations of statutory/local authorities and Bank’s guidelines. The work should be carried out as per the tender specifications all other terms and conditions as per the bank’s norms. Contractors are required sign an agreement with the Bank as per the bank’s standard agreement format immediately on placing the work order to them.

C Submission of the required drawings to the Municipal and other Local Authorities If required. D Contractor should submit a detailed account of various materials used on daily basis and

enclose the same with each bill failing which their bill will not be paid. J No deviations or substitution will be allowed to the contractor and obtaining approval of the

bank. K The contractor shall be wholly and solely responsible for the successful completion of the

project in all respect consistent with safety and structural stability from the inception up to the handling over the site for use.

L The contractor shall verify and confirm that identification marks and quality of material and ISI

marks are made on all service installations/electric panel/valves/pump/wiring etc. for easy identification to carry out maintenance jobs. \

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M The contractor shall submit the certificates of installation of the work certifying that it is done as per the Bank’s requirement and standard parameters.

7. We request you to submit your sealed tender in two cover system bids (Technical and price bid) super scribing “TENDER NOTICE- NOTICE INVITING TENDER FOR INTERIOR WORK INTERIOR/CIVIL/ FURNITURE WORKS FOR MURBAD BRANCH ” quoting for the work latest by 12.30PM on or before ---.---.2017 at the following address :- The Asst. General Manager (P&E), State Bank of India, Premises & Estate Department, 3rd floor, Local Head Office, Bandra –Kurla Complex, Bandra (East), Mumbai-400051 Date: 29.06.2017

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SECTION – I

TENDER FORM To, Assistant General Manager RBO-I, State Bank of India, Thane (Central), Wagle Ind. Area, Plot No.B-35, 2nd Floor,Wagle Estate Circle, Thane (West) - 400 604. Sub: Proposed FURNITURE WORK FOR STATE BANK OF INDIA – GROUND &

1 st FLOOR, SAIKRUPA BLDG., ZUNJARRAO COMPLEX, KALYAN MURBAD ROAD, SONARPADA, MURBAD, MAHARASHTRA – 421 401.

Dear Sir,

I / We refer to the Notice Inviting Tender issued by you for the captioned work. I / We do hereby offer to perform, provide, execute complete and maintain the works in conformity with bill of quantities, drawings, specifications, design, general and special conditions of contract, Instruction to tenders, etc. as contained in the tender documents for the sum as arrived and filled, at the respective rates quoted by me / us in the Schedule of Quantities and / or at any other sum and rate subsequently negotiated and accepted / agreed by the Bank and me / us. I / We have satisfied myself as to the site conditions, examined site and drawings and all aspects of tender documents / conditions and are acceptable to us. I / we do hereby agree, should this tender be accepted in whole or in part to,

a) Abide by and full fill the terms, conditions and provisions of tender documents annexed hereto.

b) Complete the work within stipulated completion time at no extra cost to the Bank.

We undertake to complete and deliver the total work within 08 WEEKS (including mobilization period) from the date of issue of work order.

I / We are enclosing herewith the Earnest Money Amount of Rs.27, 000/- (Rupees Twenty Seven Thousand Only) in the form o f Demand Draft No …………. Dated …………… drawn on (Bank Name)………………………………………………….in favour of State Bank of India payable at Mumbai. In the event of this tender being accepted, the above-mentioned Earnest Money will be converted into part of the Initial Security Deposit. The amount of the Initial Security Deposit shall be 2% of the contract value including the Earnest Money Deposit shall be deposited by the “Demand Draft” in the name of State Bank of India within 14 days from the date of award letter.

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I / We submitting herewith duly filled up and signed tenders as per the following details.

COVER – “A”

Sealed cover marked as “Technical Bid cover – A on the top of the cover and containing.

i) Earnest Money Deposit ii) Complete set of Part –A” of tender documents ( T e c h n ic a l B id ) iii) Covering letter if any iv) Set of Drawings

“COVER – B” Sealed cover marked as “Price Bid: Cover – B” on the top of the cover and containing.

(a) Complete set of Price Bid (Schedule of Quantities) of tender documents duly filled & signed (Rates Amount/s are to be filled in)

(b) Both the Cover – A and Cover – B are kept in a third cover and are duly sealed. All the three covers are marked as Proposed INTERIOR / CIVIL AND FURNITURE WORK FOR STATE BANK OF INDIA - GROUND & 1 st FLOOR, SAIKRUPA BLDG., ZUNJARRAO COMPLEX, KALYAN MURBAD ROAD, SONARPADA, MURBAD, MAHARASHTRA – 421 401. and are address to The Assistant General Manager RBO-I, State Bank of India, Thane (Central), Wagle Ind. Area,Plot No.B-35, 2nd Floor,Wagle Estate Circle,Thane (West)- 400 604. And are having seal & address of firm / company at bottom left corner of the envelopes. I / We confirm that I / We are duly authorized to participate in the tendering / bidding and understand that my / our tender is liable to be rejected if, i) At any times it comes to the notice of the Banks that I / We have concealed or / and

have given any wrong information.

ii) The Tender is not duly filed and / or signed and / or is incomplete and / or covers are not properly sealed.

iii) The price bid contains any condition / alternation / modifications and / or any tempering

with published the tender documents is done at our end.

iv) Tender received by the Bank after due date and time

All the pages of the tender documents are affixed with the seal / stamp of my / our company and initialed /signed by the undersigned.

Signature of Tenderer /s Seal / Stamp of the firm / company (Duly authorized for tendering)

PLACE DATE:

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SECTION II

ARTICLE OF AGREEMENT ARTICLES OF AGREEMENT made the .............................................. day of ................................. between STATE BANK OF INDIA, a body, Corporate constituted under the State Bank of India, Act and having its Local Head Office at BKC, BANDRA KURLA COMPLEX, MUMBAI AND Assistant General Manager RBO-I, State Bank of India, Thane (Central), Wagle Ind. Area,Plot No.B-35, 2nd Floor,Wagle Estate Circle, Thane (West)- 400 604 and M/s.

................................................. having its office at (Hereinafter called “the Contractor”) if the other part.

WHEREAS the employer is desirous of execution of INTERIOR/CIVIL AND FURNITURE WORK FOR STATE BANK OF INDIA - GROUND & 1 st FLOOR, SAIKRUPA BLDG., ZUNJARRAO COMPLEX, KALYAN MURBAD ROAD, SONARPADA, MURBAD, MAHARASHTRA – 421 401 and has caused drawings and specification describing the works to be done prepared by Project Architects M/s. Dilip Kulkarni & Associates - 5, Laxmi Building, Municipal Chawl, Ground Floor, Dr. Ambedkar Road, Near Jaihind Talkies, Chinchpokli (E) Mumbai - 400 033.

AND WHEREAS the said Drawings numbered........To..... With ... Layout plan, the specifications and the Schedule of quantities have been signed by or on behalf of the parties hereto.

AND whereas the contractor has agreed to execute upon and subject to the condition set forth herein and Schedule of items and quantities, General & special Conditions of Contract, specification etc. contained in the tendered documents including all correspondences exchanged by or between the parties from the submission of tender till the award of work, both letters inclusive, (all of which are collectively hereinafter referred to as “the said conditions” details of which are described in the said specification and included in the schedule of Quantities at the respective rates therein set forth amounting to the sum as there in arrived at or such other sum as shall become payable there under (hereinafter referred to as the said Contact Amount”)

NOW IT IS HEREBY AGREED AS FOLLOWS: 1. In consideration of the said Contract amount to be paid at the times and the manner set forth in the said Conditions, the Contractor shall upon and subject to the said conditions execute and complete the work shown upon the said this form of Agreement, letter of acceptance, form of performance Bank guarantee or bond, Tender and appendix, instructions to tenderers, bills of quantities and schedule of supplementary, technical specification, Drawings, special conditions of contract, general conditions of contract, the notice inviting tender etc.

2. The employer shall pay the Contractor the amount or such other sum as shall become payable, at the times and in the manner specified in the said conditions.

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3. The term “the Architect” in the said condition shall mean the said “M/s. Dilip Kulkarni & Associates” or in the event of their ceasing to be the Architect for the purpose of this contract for whatever reason, such other person or persons as shall be nominated for that purpose by the Employer, not being a person to whom the Contractor shall object for reasons considered to be sufficient by the Employer provided always that no person or persons subsequently appointed to be Architect under this contract shall be entitled to disregard or over rule any previous decisions or approval or direction given or expressed in writing by the architect for the time being. 4. The said general conditions, special condition, technical drawings, Notice Inviting Tender, specifications, Guarantee, Instruction to Tenderers Price Bid (Schedule of quantities), correspondences, Letter of acceptance, Agreements and appendix there to contained in the tendered documents / said conditions shall be read and constructed as forming part of this agreement, and the parties hereto shall respectively abide by submit themselves to the said conditions and perform the agreements on their part respectively in the said conditions contained.

5. The plans, agreement and documents mentioned herein shall form the basis of this contract. This contract is neither a fixed Lump sum contract nor a piece work contract but is a contract to carry out the work in respect of the entire project on item rate basis to be paid for according to actual measured quantities at the rates contained in the schedule of rates and probable quantities or as provided in the said conditions.

6. The Bank reserve to itself the rights of altering the specifications and nature of work by adding to or omitting any item of work or having portions of the same carried out without prejudice to the contract.

7. The contractors represent that they have experience and competent staff which will enable them to ensure proper quality check on the materials, whether brought by the contractors or supplied by the Bank to the contractors and which will ensure that the contractor will carry out proper tests as required by the specifications and will supervise the day to day working and execution of the contract work.

8. It the contractors have any doubt about the quality of the materials or any difficulty in supervision of the day to day work it shall be duty of the contractors to report the matter in writing forthwith to the employer and for the time being suspend that portion of the work about which difficulty is experienced, and the contractors will abide by the directions given by the employer.

9. The contractors are aware that the Bank will not give day to day supervision by will periodically supervise and the contractor has to perform their obligations under the instructions given to him periodically.

10. The contractors covenant and warrant that completed items of work as well as the entire work on completion will be in conformity with the specifications and the terms and conditions contained in the said conditions and will be of contract quality and description.

11. The Employer reserves to itself the right of altering the Drawings and nature of the work by adding to or omitting any items of work or having portions of the same carried out without prejudice to this contract.

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12. Time shall be considered as the essence of this contract and the contractor here by agrees to commence the work soon after the site is made open to him or from the date of issue of intimation to you as provided for in the said conditions of contractor whichever is later and to complete the entire work within 8 Weeks subject never the less to the provisions for extension of time.

13. All payments by the Employer under this contract will be made only at Ahmedabad.

14. All disputes arising out of or in any way connected with this agreement shall be deemed to have arisen at Ahmedabad and only courts in Ahmedabad shall have jurisdiction to determine the same. 15. That all the parts of this contract have been read by the contractor and fully understood by the contractor. They further agree to complete the said work to fullest satisfaction of Architect / Employer. If The Contractor is a partnership or an individual

IN WITNESS WHEREOF the Employer and the contractor have set their respective hands to these presents and two duplicates hereof the day and at first here in above written.

If the Contract is a Company

I WITNESS WHERE OF the Employer has set its hands to these presents through its duly authorized official and contractor has caused its common seal to be affixed hereunto and the said two duplicates has caused these presents and the said two duplicates hereof to be executed on its behalf, the day and year first here in above written.

Signature Clauses:

SIGNED AND DELIVERED by the .................................................. (Name and Designation)

In the presence of

(1) ..............................................

Address: .................................................... ....................................................

(2) ..............................................

Address: .................................................... ....................................................

Witnesses

SIGNED AND DELIVERED BY If the party is a partnership firm or

An individual should be signed by All or on behalf of one partners.

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In the presence of

(1) ..............................................

Address: .................................................... ....................................................

Witness

(2) ..............................................

Address: .................................................... ....................................................

Note: The successful tenderer has to signed & submit required stamp paper for agreement as per prevailing laws of Govt. at their own cost.

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INDEX TO GENERAL CONDITIONS OF CONTRACT

Sr.No. Items Page No. SECTION III: Instructions to the Tenderer 12 1 Scope of Work 12 1.1 Site and Its Location 12 2 Tender Document 12 3 Site Visit 12 4 Earnest Money 13 5 Initial Security Deposit 13 6 Security Deposit 13 7 Signing Of Contract Documents 13 8 Completion Period 14 9 Validity of Tender 14 10 Liquidated Damages 14 11 Rates and Prices 14 12 SECTION IV: GENERAL CONDITIONS TO CONTRACT

1 Definitions 15 2 Total Security Deposit 16 3 Language Errors, Omissions and Discrepancies 16 4 Scope of work 17 5 Letter of Acceptance 17 6 Ownership of drawings 17 7 Detailed drawings and instructions 17 8 Liquidated Damages 18 9 Materials, Appliances and Employees 18 10 Permits, Laws and Regulations 18 11 Setting out Work 18 12 Protection of works and property 19 13 Inspection of Work 19 14 Assignment and Subletting 19 15 Quality of Materials, Workmanship & Test 19 16 Obtaining Information related to execution of Work 20 17 Contractor’s Superintendence 20 18 Qualities 20 19 Works to be Measured 20 20 Variations 21 21 Variation of Variations 21 22 Final Measurement 22 23 Virtual Completion Certificate (VCC) 22 24 Work by Other Agencies 23 25 Insurance of Works 23 26 Commencement of Works 25 27 Time for Completion 25 28 Extension of Time 26 29 Rate of Progress 26 30 Work during night and holidays 26

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31 No Compensation for Restriction of Work 26 32 Suspension of Work 27 33 Action when the whole Security deposit is Forfeited 27 34 Owner’s Right to Terminate the Contract 28 35 Certificate of Payment 29 36 Settlement of Disputes and Arbitration 30 37 Water Supply 32 38 Power Supply 32 39 Treasure Trove etc. 32 40 Method of Measurement 32 41 Maintenance of Registers 32 43 Force Majeure 33 44. Local Laws, Acts, Regulations 33 45. Safety Code 34 46 Accidents 36 47 Non Availability of Any Materials 36

48 Contractors Liability & Insurance 37 49 Proforma ‘A’ 38 50 Proforma of Certificate of Payment by Architect 40 51 Details of Insurance Policies 41

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SECTION III

INSTRUCTIONS TO THE TENDERERS

1.0 SCOPE OF WORK

Sealed Tenders are invited by M/s. Dilip Kulkarni & Associates – 5, Laxmi Building, Municipal Chawl, Ground Floor, Dr. Ambedkar Road, Near Jaihind Talkies, Chinchpokli (E) Mumbai - 400 033, for and on behalf of State Bank of India for the work of INTERIOR/ CIVIL AND FURNITURE WORK FOR STATE BANK OF INDIA - GROUND & 1 st FLOOR, SAIKRUPA BLDG., ZUNJARRAO COMPLEX, KALYAN MURBAD ROAD, SONARPADA, MURBAD, MAHARASHTRA – 421 401.

1.1 SITE AND ITS LOCATION: State Bank of India – Ground & 1 st Floor, Saikrupa Bldg., Zunjarrao Complex, Kalyan Murbad Road, Sonarpada Murbad, Maharashtra – 421 401.

2.0 TENDER DOCUMENT: 2.1 The work has to be carried out strictly according to the conditions stipulated in tender

consisting the following documents and the most workman like manner. Instructions to tenderers General Conditions of Contract Special Conditions of Contract Technical Specifications Drawings Priced Bid

2.2 The above documents shall be taken as complementary and mutually explanatory of

one another but in case of ambiguities or discrepancies, shall take precedence in the order given below: Price Bid Technical Specifications Additional Conditions Special Conditions of Contract General Conditions of Contract Instructions to Tenderers

2.3 Complete set of tender documents including relative drawings can be obtained in

person from the Architects M/s. Dilip Kulkarni & Associates – 5, Laxmi Building, Municipal Chawl, Ground Floor, Dr. Ambedkar Road, Near Jaihind Talkies, Chinchpokli (E) Mumbai - 400 033 from --- / --- /2017 to ---/ --- /2017 between 10.30 a.m. to 06.00 p.m. (Saturday upto 2:30 p.m.) on any day except holidays during the period mentioned in the NIT on payment of Rs.1,000/- (Rupees One Thousand Only) by Cash /Demand Draft in the name of Dilip Kulkarni A/C Maintenance which sum is non-refundable.

2.4 The tender documents are not transferable.

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3.0 SITE VISIT

The tenderers are requested to visit the site and make themselves familiar with the work before submitting the tender.

3.1 The tenderer must obtain himself on his own responsibility and his own expenses all

information and data which may be required for the purpose of filling this tender document and enter into a contract for the satisfactory performance of the work. The Tenderer is requested to satisfy himself regarding the availability of water, power, transport and communication facilities, the character quality and quality of the materials, labour, the law and order situation, climatic conditions local authorities requirement, traffic regulations etc;

The tenderer will be fully responsible for considering the financial effect of any or

all the factors while submitting his tender. 4.0 EARNEST MONEY: 4.1 The tenderers are requested to submit the Earnest Money of Rs.27,000/- (Rupees

Twenty Seven Thousand Only) in the form of Demand Draft or Banker’s Cheque in favour of State Bank of India drawn on any Bank in India.

4.2 EMD in any other form other than as specified above will not be accepted. Tender not

accompanied by the EMD in accordance with Clause 4.1 above shall be rejected. 4.3 No interest will be paid on the EMD. 4.4 EMD of unsuccessful tenderers will be refunded within 30 days of award of Contract. 4.5 EMD of successful tenderer will be retained as a part of security deposit.

5.0 INITIAL SECURITY DEPOSIT The successful tenderer will have to submit a sum equivalent to 2% of contract value

Less EMD by means of Demand Draft drawn in favour of State Bank of India within a period of 15 days of acceptance of tender.

6.0 SECURITY DEPOSIT 6.1 TOTAL SECURITY DEPOSIT SHALL BE 5% OF CONTRACT VALUE. Out of

this 2% of contract value is in the form of initial security deposit which includes the EMD. Balance 3% shall be deducted from the running account bill of the work at the rate of 10% of respective running account bill i.e. deduction from each running bill account will be 10% till total 3% of contract value reaches. 50% of the total security shall be paid to the contractors on the basis of architect’s certifying the virtual completion. The balance 50% would be paid to the contractors after the defects liability period as specified in the contract.

6.2 No interest shall be paid to the amount retained by the Bank as Security Deposit.

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7.0 SIGNING OF CONTRACT DOCUMENTS

The successful tenderer shall be bound to implement the contract by signing an agreement and conditions of contract attached herewith within 15 days from the receipt of intimation of acceptance of his tender by the bank. However, the written acceptance of the tender by the Bank will constitute a binding agreement between the Bank and successful tenderer whether such formal agreement is subsequently entered into or not.

8.0 COMPLETION PERIOD

Time is essence of the contract. The work should be completed in all respects in accordance with the terms of contract within a period as mentioned in NIT. You should start the work from the date of handing over site or within 15 days of mobilization period, whichever is later.

9.0 VALIDITY OF TENDER Tenders shall remain valid and open for acceptance for a period of 3 (Three) months from the date of opening price bid. If the tenderer withdraws his/her offer during the validity period or makes modifications in his/her original offer which are not acceptance of the Bank without prejudice to any other right or remedy, the bank shall be at liberty to forfeit the EMD.

10.1 LIQUIDATED DAMAGES. The liquidated damages shall be 0.5% per week subject to a maximum of 5% of contract value.

11.0 RATES AND PRICES 11.1 In case of item rate tender 11.1.1 The tenderers shall quote their rates for individual items both in words and figures in

case of discrepancy between the rates quoted in Words and figures the unit rate quoted in words will prevail. If no rate is quoted for a particular item the contractor shall not be paid for that item when it is executed.

The amount of each item shall be calculated and the requisite total is given. In case of

discrepancy between the unit rate and the total amount calculated from multiplication of unit rate and the quantity the unit rate quoted will govern and the amount will be corrected.

11.1.2 The tenderers need not quote their rates for which no quantities have been given. In

case the tenderers quote their rates for such items those rates will be ignored and will not be considered during execution.

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11.1.3 The tenderers should not change the units as specified in the tender. If any unit is

changed the tenders would be evaluated as per the original unit and the contractor would be paid accordingly.

The tenderer should not change or modify or delete the description of the item. If any discrepancy is observed he should immediately bring to the knowledge of the Architect/Bank.

11.1.4 Each page of the BOQ shall be signed by the authorized person and cutting or

overwriting shall be duly attested by him. 11.1.5 Each page shall be totaled and the grand total shall be given. 11.1.6 The rate quoted shall be firm and shall include all costs, allowances, taxes, GST

levies, etc.

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SECTION IV

GENERAL CONDITIONS OF CONTRACT 1.0 Definitions

“Contract” means the documents forming the tender and the acceptance thereof and the formal agreement executed between State bank of India (Client) and the contractor, together with the documents referred therein including these conditions, the specifications, designs, drawings and instructions issued from time to time by the Architect/ Bank and all these documents taken together shall be deemed to from one contract and shall be complementary to one another.

1.1 In the contract the following expressions shall unless the context otherwise requires,

have the meaning hereby respectively assigned to them. 1.1.1 “SBI” shall mean State Bank of India (client) a body corporate created under state

Bank of India Act 1955, having Corporate Centre at State Bank Bhavan, Madam Cama Road, Mumbai 400 021 and a LHO at 3rd Floor, ‘G’ Block, Synergy Building, Bandra Kurla Complex, Bandra (E), Mumbai 400 051 and includes the client’s representatives, successors and assigns.

“Architects/ Consultants” shall mean M/s. Dilip Kulkarni & Associate. 5, Laxmi Building, Municipal Chawl, Ground Floor, Dr. Ambedkar Road, Near Jaihind Talkies, Chinchpokli (E) Mumbai - 400 033 and includes its representative successors and assigns.

1.1.2 “Site Engineer”: shall mean and Engineer appointed by the Bank at their

representative to give instructions to the contractors. 1.1.3 ‘The Contractor’ shall mean the individual or firm or company whether incorporated

or not, undertaking the works and shall include legal personal representative of such individual or the composing the firm or company and the permitted assignees of such individual or firms of company.

The expression ‘works’ or ‘work’ shall mean the permanent or temporary work

described in the ‘Scope of Work’ and /or to be executed in accordance with the contract and includes materials, apparatus, equipment, temporary supports, fittings and things of all kinds to be provided, the obligations of the contractor hereunder and work to be done by the contractor under the contract.

1.1.4 ‘Engineer’ shall mean the representative of the Architect/ consultant. 1.1.5 ‘Drawings’ shall mean the drawings prepared by the Architects and issued by the

Engineer and referred to in the specifications and any modifications of such drawings as may be issued by the Engineer from time to time ‘Contract value shall mean the value of the entire work as stipulated in the letter of acceptance of tender subject to such additions thereto or deductions there from as may be made under the provision herein after contained.

1.1.6 ‘Specifications’ shall mean the specifications referred to in the tender and any modifications thereof as may time to time be furnished or approved by the architect/ consultant ‘Month’ means calendar month.

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1.1.7 “Week” means seven consecutive days. 1.1.8 “Day” mean a calendar day beginning and ending at 00 Hrs. and 24 Hrs. respectively.

CLAUSE

2.0 Total Security Deposit.

Total Security Deposit comprises of:

Earnest Money Deposit

Initial Security Deposit

Retention Money

(a) Earnest Money Deposit:

The tenderer shall furnish EMD of Rs.27,000/- (Rupees Twenty Seven Thousand only) in the form of Demand Draft or Bankers cheque drawn in favour of State Bank of India on any Scheduled bank. No tender shall be considered unless the EMD is so deposited in the required form. No interest shall be paid on this EMD. The EMD of the unsuccessful tenderer shall be refunded soon after the decision to award the contract is taken without interest. The EMD shall stand absolutely forfeited if the tenderer revokes his tender at any time during the period when he is required to keep his tenderer open acceptance by the SBI or after it is accepted by the SBI, the contractor fails to enter into a formal agreement or fails to pay the initial security deposit as stipulated or fails to commence the work within the stipulated time.

(b) Initial Security Deposit (ISD)

The amount of ISD shall be 2% of the accepted value of tender including the EMD. Balance of ISD (i.e. excluding EMD) is to be submitted in the form of D / D drawn on any scheduled Bank and shall be deposited within 15 days from the date of letter of acceptance of tender.

(c) Retention Money

Besides the ISD as deposited by the contractor in the above said manner the retention money shall be deducted from the running account bill at the rate of 10% of the gross value of work done by the contractor and claimed in his bill provided the total security deposit i.e. the ISD plus retention money shall both together not exceed 5% of the contract value. 50% of the total security deposit shall be refunded to the contractor without any interest on issue of virtual completion certificate by the Architect/ Consultant. The balance 50% of the total security deposit shall be refunded to the contractor without interest within 15 days after the end of defect liability period provided the contractor has satisfactorily attended to all defects in accordance with the conditions of the contract including site clearance.

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3.0 Language Errors, Omissions and Discrepancies

In case of errors, omissions and/or disagreement between written and scaled dimensions on the drawings or between the drawings and specifications etc., the following order shall apply.

i) Between scaled and written dimension (or description) on a drawing,

the later shall be adopted. ii) Between the written or shown description or dimensions in the

drawings and the corresponding one in specification the former shall be taken as correct.

iii) Between written description of the item in the specifications and descriptions in bills of quantities of the same item, the later shall be adopted.

iv) In case of difference between rates written in figures and words, the rate in words shall prevail.

v) Between the duplicate/subsequent copies of the tender, the original tender shall be taken as correct.

4.0 Scope of work The contractor shall carry out complete and maintain the said work in every respect strictly in accordance with this contract and with the directions of and to the satisfaction of the Bank to be communicated through the architect/ Consultant. The architect/ consultant at the directions of the bank from time to time issue further drawings and/or written instructions, details directions and explanations which are hereafter collectively referred to as Architect’s/ Consultant’s instructions in regard to: the variation or modification of the design, quality or quantity of work or the addition or omission or substitution of any work, any discrepancy in the drawings or between the BOQ and/or drawings and/or specifications, the removal from the site of any material brought thereon by the contractor and the substitution of any other materials thereof, the demolition, removal and/or re-execution of any work executed by him, the dismissal from the work of any person employed/engaged thereupon.

5(i) Letter of Acceptance

Within the validity period of the tender the bank shall issue a letter of acceptance either directly or through the Architect by registered post or otherwise depositing at the address of the contractor as given in the tender to enter into a Contract for the execution of the work as per the terms of the tender. The letter of acceptance shall constitute a binding contract between the SBI and the contractor. 5(ii) Contract Agreement On receipt of intimation of the acceptance of tender from the SBI /Architect the successful tenderer shall be bound to implement the contract and within fifteen days thereof he shall sign an agreement in a non-judicial stamp paper of appropriate value.

6.0 Ownership of drawings All drawings, specifications and copies thereof furnished by the SBI through its architect/Consultants are the properties of the SBI. They are not to be used on other work.

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7.0 Detailed drawings and instructions. The SBI through its architects/consultants shall furnish with reasonable promptness additional instructions by means of drawings or otherwise necessary for the proper execution of the work. All such drawings and instructions shall be consistent with the contract documents, true developments thereof and reasonably inferable therefrom. The work shall be executed in conformity therewith and the contractor prepare a detailed programme schedule indicating therein the date of start and completion of various activities on receipt of the work order and submit the same to the SBI through the Architect/Consultant.

Copies of Agreement Two copies of agreement/tender document duly signed by both parties with the drawings shall be handed over to the contractors. 8.0 Liquidated Damages If the contractor fails to maintain the required progress in terms of clause 30 of GCC or to complete the work and clear the site including vacating their office on or before the contracted or extended date or completion without justification in support of the cause of delay, he may be called upon without prejudice to any other right of remedy available under the law to the SBI on account of such breach to pay a liquidated damages at the rate of 0.5% of the contract value per week subject to a maximum of 5% of the contract value. 9.0 Materials, Appliances and Employees Unless or otherwise specified the contractor shall provide and pay for all materials, labour, water, power, tools, equipment transportation and any other facilities that are required for the satisfactory execution and completion of the work. Unless or otherwise specified all materials shall be new and both workmen ship and materials shall be of best quality. The contractor at all times enforces strict discipline and good order among his employees and shall not employ on the work any unfit person or anyone not skilled in the work assigned to him. Workman whose work or behavior is found to be unsatisfactory by the SBI/Architect/Consultant, he shall be removed from the site immediately. 10.0 Permits, Laws and Regulations Permits and licenses required for the execution of the work shall be obtained by the contractor at his own expenses. The contractor shall give notices and comply with the regulations, laws and ordinances rules, applicable to the contractor. If the contractor observes any discrepancy between the drawings and specifications, he shall promptly notify the SBI in writing under intimation of the Architect/Consultant. If the contractor performs any act which is against the law, rules and regulations he shall meet all the costs arising there from and shall indemnify the SBI any legal actions arising there from.

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11.0 Setting out Work The contractor shall set out the work and shall be responsible for the true and perfect setting out of the same and for the correctness of the positions, levels, dimensions, and alignment of all parts thereof and get it approved by the Architect/Consultant before proceeding with the work, if at any time any error in this respect shall appear during the progress of the works, irrespective of the fact that the layout had been approved by the architect/consultant the contractor shall be responsible for the same and shall at his own expenses rectify such error, if so, required to satisfaction of the SBI. 12.0 Protection of works and property The contractor shall continuously maintain adequate protection, of all his work from damage and shall protect the SBI’s properties from injury or loss arising in connection with contract. He shall make good any such damage, injury, loss due to his fault or negligence except which are due to causes beyond his control. He shall take adequate care and steps for protection of the adjacent properties. The contractor shall take all precautions for safety and protection of his employees on the works and shall comply with all applicable provision of Government and local bodies’ safety laws and building codes to prevent accidents, or injuries to persons or property of about or adjacent to his place of work. The contractor shall take insurance cover as per clause 24.0 at his own cost. The policy may be taken in joint names of the contractors and the SBI and the original policy may be lodged with the SBI. 13.0 Inspection of Work The SBI /Architect /Consultant or their representatives shall at all reasonable time have free access to the work site and/or to the workshop, factories or other places where materials are lying or from where they are obtained and the contractor shall give every facility to the SBI, Architect/Consultant and their representatives necessary for inspection and examination and test of the materials and workmanship. No person unless authorized by the SBI /Architect / Consultant except the representative of Public authorities shall be allowed on the work at any time. The proposed work either during its construction stage or its completion can also be inspected by the Chief Technical Examiner’s organization a wing of Central Vigilance Commission. 14.0 Assignment and subletting The whole of work included in the contract shall be executed by the contractor and he shall not directly entrust and engage or indirectly transfer assign or underlet the contract or any part or share thereof or interest therein without the written consent of the SBI through the Architect and no undertaking shall relieve the contractor from the responsibility of the contractor from active superintendence of the work during its progress. 15.0 Quality of Materials, Workmanship & Test (i) All materials and workmanship shall be best of the respective kinds described in the contract and in accordance with Architect / Consultant instructions and shall be subject from time to time to such tests as the architect / Consultant may direct at the place of manufacture or fabrication or on the site or an approved testing laboratory.

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The contractor shall provide such assistance, instructions, machinery, labour and materials. (ii) Samples All samples of adequate numbers, size, shades & pattern as per specifications shall be supplied by the contractor without any extra charges. If certain items proposed to be used are of such nature that samples cannot be presented or prepared at the site detailed literature/test certificate of the same shall be provided to the satisfaction of the Architect / Consultant. Before submitting the sample / literature the contractor shall satisfy himself that the material/equipment for which he is submitting the samples/literature meet with the requirement of tender specification. Only when the samples are approved in writing by the Architect / Consultant the contractor shall proceed with the procurement and installation of the particular material / equipment. The approved samples shall be signed by the Architect /Consultant for identification and shall be kept on record at the site office until the completion of the work for inspection / comparison at any time. The Architect / Consultant shall take reasonable time to approve the sample. Any delay that might occur in approving the samples for reasons of its not meeting the specifications or other discrepancies in adequacy in furnishing samples of best qualities from various manufacturers and such other aspects causing delay on the approval of the materials/equipment’s etc., shall be to the account of the contractor. (iii) Cost of Tests

a) The cost of making any test shall be borne by the contractor, if such test is intended by or provided for in the specifications or BOQ.

(iv) Cost of Tests not provided for If any test is ordered by the Architect/Consultant which is either: (a) If so intended by or provided for or (in the cases above mentioned) is not so

particularized or through so intended or provided for but ordered by the Architect/ Consultant which is either to be carried out by an independent person at any place other than the site or the place of manufacture or fabrication of the materials tested or any Government/approved laboratory, then the cost of such test shall be borne by the contractor.

16.0 Obtaining Information related to execution of work No claim by the contractor for additional payment shall be entertained which is consequent upon failure on his part to obtain correct information as to any matter affecting the execution of the work nor any misunderstanding or the obtaining incorrect information or the failure to obtain correct information relieve him from any risks or from the entire responsibility for the fulfilment of contract. 17.0 Contractor’s Superintendence The contractor shall give necessary personal superintendence during the execution of the works and as long, thereafter, as the Architect/consultant may consider necessary until the expiry of the defects liability period, stated hereto. 18.0 Quantities i) The bill of quantities (BOQ) unless or otherwise stated shall be deemed to have been prepared in accordance with the Indian Standard Method of Measurements.

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The rate quoted shall remain valid for variation of quantity against individual item to any extent subject to maximum variation of the contract value by 25%. The entire amount paid under Clause 20 hereof as well as amounts of prime cost and provisional sums, if any, shall be excluded. ii) Variation exceeding 25%: The items of work executed in relation to variation exceeding 25% shall be paid on the basis of provision of clause 21(e) hereto. 19.0 Works to be measured The Architect/Consultant may from time to time intimate to the contractor that he requires the work to be measured and the contractor shall forthwith attend or send a qualified representative to assist the Architect in taking such measurements and calculation and to furnish all particulars or to give all assistance required by any of them. Such measurements shall be taken in accordance with the Mode of measurements detailed in the specifications. The representative of the Architect/Consultant shall take joint measurements with the contractor’s representative and the measurements shall be entered in the measurement book. The contractor or his authorized representative shall sign all the pages of the measurement book in which the measurements have been recorded in token of his acceptance. All the corrections shall be duly attested by both representatives. No over writings shall be made in the measurement book. Should the contractor not attend or neglect or omit to depute his representative to take measurements then the measurements recorded by the representative of the Architect/consultant shall be final. All authorized extra work, omissions and all variations made shall be included in such measurements. 20.0 Variations: No alteration, omission or variation ordered in writing by the Architect/Consultant shall vitiate the contract. In case the SBI / Architect / Consultant thinks proper at any time during the progress of works to make any alteration in, or additions to or omission from the works or any alteration in the kind or quality of the materials to be used therein, the Architect/ Consultant shall give notice thereof in writing to the contractor or shall confirm in writing within seven days of giving such oral instructions the contractor shall alter to, add to, or omit from as the case may be in accordance with such notice but the contractor shall not do any work extra to or make any alteration or additions to or omissions from the works or any deviation from any of the provisions of the contract, stipulations, specifications or contract drawings without previous consent in writing of the Architect/ Consultant and the value of such extras, alterations, additions or omissions shall in all cases be determined by the Architect/ Consultant and the same shall be added to or deducted from the contract value, as the case may be. 21.0 Valuation of Variations No claim for an extra shall be allowed unless it shall have been executed under the authority of the Architect/ Consultant with the concurrence of the SBI as herein mentioned. Any such extra is herein referred to as authorized extra and shall be made in accordance with the following provisions.8 a) i The net rates or prices in the contract shall determine the valuation of the extra work where such extra work is of similar character and executed under similar conditions as the work priced herein.

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ii) Rates for all items, wherever possible should be derived out of the rates given in the priced BOQ. b)The net prices of the original tender shall determine the value of the items omitted, provided if omissions do not vary the conditions under which any remaining items of works are carried out, otherwise the prices of the same shall be valued under sub clause (c) hereunder/ c)Where the extra works are not of similar character and/or executed under similar conditions as aforesaid or where the omissions vary the conditions under which any remaining items or works are carried out, then the contractor shall within 7 days of the receipt of the letter of acceptance inform the Architect/ Consultant of the rate which he intends to charge for such items of work, duly supported by analysis of the rate or rates claimed and the Architect / Consultant shall fix such rate or prices as in the circumstances in his opinion are reasonable and proper based on the market rate. d)Where extra work cannot be properly measured or valued, the contractor shall be allowed day work prices at the net rates stated in the tender of the BOQ or, if not, so stated then in accordance with the local day work rates and wages for the district, provided that in either case, vouchers specifying the daily time (and if required by the Architect/ Consultant) the workman’s name and materials employed be delivered for verifications to the Architect/ Consultant at or before the end of the week following that in which the work has been executed. e)It is further clarified that for all such authorized extra items where rates cannot be derived from the tender, the contractor shall submit rates duly supported by rate analysis worked on the “market rate basis” for material, labour, hire/running charges of equipment and wastages etc., plus 15% towards establishment charges, contractor’s overheads and profit. Such items shall not be eligible for escalation. 22.0 Final Measurements The measurement and valuation in respect of the contract shall be completed within six months of the virtual completion of the work. 23.0 Virtual Completion Certificate (VCC) On successful completion of entire works covered by the contract to the full satisfaction of the SBI, the contractor shall ensure that the following works have been completed to the satisfaction of the SBI. a) Clear the site of all scaffolding, wiring, pipes, surplus materials, contractor’s labour, equipment and machinery. b) Demolish, dismantle and remove the contractor’s site office, temporary works, structures including labour sheds/camps and constructions and other items and things whatsoever brought upon or erected at the site or any land allotted to the contractor by the SBI and not incorporated in the permanent works. c)Remove all rubbish, debris etc., from the site and the land allotted to the contractor by the SBI and shall clear, level and dress, compact the site as required by the SBI. d) Shall put the SBI in undisputed custody and possession of the site and all land allotted by the SBI. e) Shall hand over the work in a peaceful manner to the SBI. f) All defects/imperfections have been attended and rectified as pointed out by the SBI to the full satisfaction of SBI.

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Upon the satisfactory fulfilment by the contractor as stated above, the contractor shall be entitled to apply to the Architect/ Consultant for the certificate. If the Architect/Consultant is satisfied of the completion of the work, relative to which the completion certificate has been sought, the Architect/ Consultant shall within fourteen (14) days of the receipt of the application for virtual completion certificate, issue a VCC in respect of the work for which the VCC has been applied. This issuance of a VCC shall be without prejudice to the SBI’s rights and contractor’s liabilities under the contract including the contractor’s liability for defects liability period nor shall the issuance of VCC in respect of the works or work at any site be construed as a waiver of any right or claim of the SBI against the contractor in respect of works or work at the site and in respect of which the VCC has been issued. 24.0 Work by other agencies The SBI / Architect / Consultant reserves the rights to use premises and any portion of the site for execution of any work not included in the scope of this contract which it may desire to have carried out by other persons simultaneously and the contractor shall not only allow but also extend reasonable facilities for the execution of such work. The contractor however shall not be required to provide any plant or material for the execution of such work except by special arrangement with the SBI. Such work shall be carried out in such manner not to impede the progress of the works included in the contract. 25.0 Insurance of Works 25.1 Without limiting his obligations and responsibilities under the contract the contractor shall insure in the joint names of the SBI and the contractor against all loss or damages from whatever cause arising other than the excepted risks, for which he is responsible under the terms of contract and in such a manner that the SBI and contractor are covered for the period stipulated in clause 28 of GCC and are also covered during the period of maintenance for loss or damage arising from a cause, occurring prior to the commencement of the period of maintenance and for any loss or damage occasioned by the contractor in the course of any operations carried out by him for the purpose of complying with his obligations under clause. a) The works for the time being executed to the estimated current Contract value thereof, or such additional sum as may be specified together with the materials for incorporation in the works at their replacement value. b) The constructional plant and other things brought on the site by the contractor to the replacement value of such constructional plant and other things. c)Such insurance shall be effected with an insurer and in terms approved by the SBI which approval shall not be unreasonably withheld and the contractor shall whenever required produce to the Architect/ Consultant the policy of insurance and the receipts for payment of the current premiums. 25.2 Damage to persons and property The contractor shall, except if and so far as the contract provides otherwise indemnify the SBI against all losses and claims in respect of injuries or damages to any person or material or physical damage to any property whatsoever which may arise out of or in

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consequence of the execution and maintenance of the works and against all claims proceedings, damages, costs, charges and expenses whatsoever in respect of or in relation thereto except any compensation of damages for or with respect to: a) The permanent use or occupation of land by or any part thereof. b) The right of SBI to execute the works or any part thereof, on, over, under, in or

through any lands. c) Injuries or damages to persons or properties which are unavoidable result of the

execution or maintenance of the works in accordance with the contract. d) Injuries or damage to person or property resulting from any act or neglect of the

SBI, their agents, employees or other contractors not being employed by the contractor or in respect of any claims, proceedings, damages, costs, charges and expenses in respect thereof or in relation thereto or where the injury or damage was contributed to by the contractor, his servants or agents such part of the compensation as may be just and equitable having regard to the extent of the responsibility of the SBI, their employees, or agents or other employees, or agents or other contractors for the damage or injury.

25.3 Contractor to indemnify SBI The contractor shall indemnify the SBI against all claims, proceedings, damages, costs, charges and expenses in respect of the matters referred to in the provision sub-clause 26.2 of this clause. 25.4 Contractor’s superintendence The contractor shall fully indemnify and keep indemnified the SBI against any action, claim, or proceeding relating to infringement or use of any patent or design or any alleged patent or design rights and shall pay any royalties which may be payable in respect of any article or part thereof included in the contract. In the event of any claim made under or action brought against SBI in respect of such matters as aforesaid the contractor shall be immediately notified thereof and the contractor shall be at liberty, at his own expenses to settle any dispute or to conduct any litigation that may arise there from, provided that the contractor shall not be liable to indemnify the SBI if the infringement of the patent or design or any alleged patent or design right is the direct result of an order passed by the Architect / Consultant in this behalf. 25.5 Third Party Insurance 25.5.1 Before commencing the execution of the work the contractor but without limiting his obligations and responsibilities under clause 26.0 of GCC shall insure against his liability for any material or physical damage, loss, or injury which may occur to any property including that of SBI or to any person including any employee of the SBI, by or arising out of the execution of the works or in the carrying out of the contract, otherwise than due to the matters referred to in the provision to clause 26.0 thereof. 25.5.2 Minimum Amount of Third Party Insurance Such insurance shall be affected with an insurer and in terms approved by the SBI which approval shall not be reasonably withheld and for at least the amount stated below. The contractor shall, whenever required, produce to the Architect/ Consultant the policy or policies of insurance cover and receipts for payment of the current premiums.

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25.6 The minimum insurance cover for physical property, injury, and death is Rs.5.0 lacs per occurrence with the number of occurrences limited to four. After each occurrence contractor will pay additional premium necessary to make insurance valid for four occurrences always. 25.7 Accident or Injury to Workmen 25.7.1 The SBI shall not be liable for or in respect of any damages or compensation payable at law in respect or in consequence of any accident or injury to any workmen or other person in the employment of the contractor or any sub-contractor, save and except an accident or injury resulting from any act or default of the SBI or their agents, or employees. The contractor shall indemnify and keep indemnified SBI against all such damages and compensation, save and except as aforesaid and against all claims, proceedings, costs, charges and expenses whatsoever in respect thereof or in relation thereto. 25.7.2 Insurance against accidents etc. to workmen The contractor shall insure against such liability with an insurer approved by the SBI during the whole of the time any person employed by him on the works and shall, when required, produce the architect/ consultant such policy of insurance and receipt for payment of the current premium. Provided always that, in respect of any persons employed by any sub-contractor the contractor’s obligation to insure as aforesaid under this sub-clause shall be satisfied if the sub-contractor shall have insured against the liability in respect of such persons in such manner that SBI is indemnified under the policy but the contractor shall require such sub-contractor to produce to the Architect/ Consultant when required such policy of insurance and the receipt of the payment of the current premium. 25.7.3 Remedy on Contractor’s Failure to Insure If the contractor fails to effect and keep in force the insurance referred to above or any other insurance which he may be required to effect under the terms of contract, then and in any such case the SBI may effect and keep in force any such insurance and pay such premium or premiums as may be necessary for the purpose and from time to time deduct the amount so paid by the SBI as aforesaid and also deduct 15% of contract value from any amount due or which may become due to the contractor, or recover the same as debt from the contractor. 25.7.4 Without prejudice to the other rights of the SBI against contractors, in respect of such default, the Bank shall be entitled to deduct from any sums payable to the contractor the amount of any damages costs, charges, and other expenses paid by the SBI and which are payable by the contractors under this clause. The contractor shall upon settlement by the insurer of any claim made against the insurer pursuant to a policy taken under this clause, proceed with due diligence to rebuild or repair the works destroyed or damaged. In this event all the monies received from insurer in respect of such damage shall be paid to the contractor and the contractor shall not be entitled to any further payment in respect of the expenditure incurred for rebuilding or repairing of the materials or goods destroyed or damaged.

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26.0 Commencement of Works The date of commencement of the work will be reckoned as the recorded date of handing over site by the SBI or 15 days from the date of issue of Letter of Acceptance of bank, whichever is later. 27.0 Time for completion Time is the essence of the contract and shall be strictly observed by the contractor. The entire work shall be completed within a period of 08 Weeks (including mobilization period) from the date of commencement. If required in the contract or as directed by the Architect/ Consultant, the contractor shall complete certain portions of work before completion of the entire work. However the completion date shall be reckoned as the date which the whole work is completed as per the terms of the contract.

28.0 Extension of Time If, in the opinion of the Architect / Consultant, the work be delayed for reasons beyond the control of the contractor, the Architect / Consultant may submit a recommendation to the SBI to grant a fair and reasonable extension of time for completion of work as per the terms of contract. If the contractor needs an extension of time for the completion of work or if the completion of work is likely to be delayed for any reasons beyond the due date of completion as stipulated in the contract, the contractor shall apply to the SBI through the Architect / Consultant in writing at least 30 days before the expiry of the scheduled time and while applying of extension of time he shall furnish the reasons in detail and his justification if any, for the delays. The architect/ Consultant shall submit their recommendations to the SBI in the prescribed format for granting extension of time. While granting extension of time the contractor shall be informed the period extended time which will qualify for levy of liquidated damages. For the balance period in excess of original stipulated period and duly sanctioned extension of time by the SBI the provision of liquidated damages as stated under clause 9 of GCC shall become applicable. Further contract shall remain in force even for the period beyond the due date of completion irrespective whether the extension is granted or not. 29.0 Rate of Progress Whole of the materials, plant and labour to be provided by the contractor and the mode manner and speed of execution and maintenance of the works are to be of a kind and conducted in a manner to the satisfaction of the Architect /Consultant. Should the rate of progress of the work or any part thereof be at any time be in the opinion of the Architect/ Consultant to slow to ensure the completion of the whole of the work by the prescribed time or extended time for completion, the Architect / Consultant shall thereupon take such steps as considered necessary by the Architect / Consultant to expedite progress so as to complete the works by the prescribed time or extended time. Such communications from the Architect/ Consultant neither shall relieve the contractor from fulfilling obligations under the contract nor shall he be entitled to raise any claims arising out of such directions. 30.0 Work during Nights and Holidays Subject to any provision to the contrary contained in the contract no permanent work shall save as herein provided be carried on during the night or on holidays without

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the permission in writing of the Architect/ Consultant, save when the work is unavoidable or absolutely necessary for the saving of life or property or for the safety of the works in which case the contractor shall immediately advise the Architect / Consultant. However, the provision of the clause shall not be applicable in the case of any work which becomes essential to carry out by rotary or double shifts in order to achieve the progress and quality of the part of the works being technically required and continued with the prior approval of the Architect/ Consultant at no extra cost to the SBI. All work at night after obtaining approval from competent authorities shall be carried out without unreasonable noise and disturbance. 31.0 No Compensation for Restrictions of Work If at any time after acceptance of the tender SBI shall decide to abandon or reduce the scope of work for any reason whatsoever and hence not require the whole or any part of the work to be carried out, the Architect / Consultant shall give notice in writing to the effect to the contractor and the contractor shall act accordingly in the matter. The contractor shall have no claim to any payment of compensation or otherwise whatsoever, on account of any profit or advantage which he might have derived from the execution of the work fully but which he did not derive in consequence of the foreclosure of the whole or part of the work. Provided that the contractor shall be paid the charges on the cartage only of materials actually and bona fide brought to the site of the work by the contractor and render surplus as a result of the abandonment, curtailment of the work or any portion thereof and then taken back by the contractor, provided however that the Architect/ Consultant shall have in such cases the option of taking over all or any such materials at their purchase price or a local current rate whichever is less. In case of such stores having been issued from SBI stores and returned by the contractor to stores, credit shall be given to him at the rates not exceeding those at which were originally issued to the contractor after taking into consideration and deduction for claims on account of any deterioration or damage while in the custody of the contractor and in this respect the decision of Architect/ Consultant shall be final. 32.0 Suspension of Work i) The contractor shall on receipt of the order in writing of the Architect / Consultant (whose decision shall be final and binding on the contractor) suspend the progress of works or any part thereof for such time and in such manner as Architect / Consultant may consider necessary so as not to cause any damage or injury to the work already done or endanger the safety thereof for any of following reasons. a) On account any default on the part of the contractor, or b) For proper execution of the works or part thereof for reasons other than the default of the contractor, or

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c) For safety of the works or part thereof. The contractor shall, during such suspension, properly protect and secure the works to the extent necessary and carry out the instructions given in that behalf by the Architect/ Consultant. ii) If the suspension is ordered for reasons (b) and (c) in sub-Para (i) above: The contractor shall be entitled to an extension of time equal to the period of every such suspension. No compensation whatsoever shall be paid on this account. 33.0 Action when the whole security deposit is forfeited In any case in which under any clause or clauses of this contract, the Contractor shall have rendered himself liable to pay compensation amounting to the whole of his security deposit the Architect/ Consultant shall have the power to adopt any of the following course as they may deem best suited to the interest of the SBI. a) To rescind the contract (of which rescission notice in writing to the contractor by

the Architect/ Consultant shall be conclusive evidence) and in which case the security deposit of the contractor shall be forfeited and be absolutely at the disposal of SBI.

b) To employ labour paid by the SBI and to supply materials to carry out the work, or any part of the work, debiting the contractor with the cost of the labour and materials (the cost of such labour and materials as worked out by the Architect/ Consultant shall be final and conclusive against the contractor) and crediting him with the value of work done, in all respects in the same manner and at the same manner and at the same rates as if it had been carried out by the contractor under the terms of this contract the certificate of Architect/ Consultant as to the value of work done shall be final and conclusive against the contractor.

c) To measure up the work of the contractor, and to take such part thereof as shall be executed, out of his hands, and to give it to another contractor to complete in which case any expenses which may be incurred in excess of the sum which would have been paid to the original contractor, if the whole work had been executed by him (of the amount of which excess the certificates in writing of the Architects/ Consultant shall be final and conclusive) shall be borne by original contractor and may be deducted from any money due to him by SBI under the contract or otherwise, or from his security deposit or the proceeds of sale thereof, or sufficient part thereof. In the event of any of above course being adopted by the SBI the contractor shall have no claim to compensation for any loss sustained by him by reasons of his having purchased or procured any material or entered into any engagements or make any advances on account of, or with a view to the execution of the work or the performance of the contract and in case the contract shall be rescinded under the provision aforesaid, the contractor shall not be entitled to recover or to be paid any sum or any work thereto for actually performed under this contract, unless, and until the Architect/Consultant will have certified in writing the performance of such work and the value payable in respect thereof, and he shall only be entitled to be paid the value so certified.

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34.0 Owner’s Right to terminate the contract If the contractor being an individual or a firm commit any ‘Act of Insolvency’ or shall be adjusted an insolvent or being an incorporated company shall have an order for compulsory winding up voluntarily or subject to the supervision of Government and of the Official Assignee of the liquidator in such acts of insolvency or winding up shall be unable within seven days after notice to him to do so to show to the reasonable satisfaction of the Architect / Consultant that he is able to carry out and fulfil the contract, and to give security therefore if so required by the Architect / Consultant.

Or if the contractor (whether an individual firm or incorporated Company) shall suffer execution to be issued or shall suffer any payment under this contract to be attached by or on behalf of any of the creditors of the contractor. Or shall assign or sublet this contract without the consent in writing of the SBI through the Architect / Consultant or shall charge or encumber this contract or any payment due to which may become due to the contractor there under.

a)Has abandoned the contract; or

b)Has failed to commence the works, or has without any lawful excuse under these conditions suspended the progress of the works for 14 days after receiving from the SBI through the Architect / Consultant written notice to proceed, or c)Has failed to proceed with the works with such diligence and failed to make such due progress as would enable the works to be completed with the time agreed upon, or has failed to remove the materials from the site or to pull down and replace work within seven days after written notice from the SBI through the Architect / Consultant that the said materials were condemned and rejected by the Architect/ Consultant under these conditions; or has neglected or failed persistently to observe and perform all or any of the acts, matters or things by this contract to be observed and performed by the contractor for seven days after written notice shall have been given to the contractor to observe or perform the same or has to the detriment of good workmanship or in defiance of the SBI’s or Architect’s/ Consultant’s instructions to the contrary subject any part of the contract. Then and in any of said cases the SBI and or the Architect/ Consultant, may not withstanding any previous waiver, after giving seven days’ notice in writing to the contractor, determine the contract, but without thereby affecting the powers of the SBI or the Architect/ Consultant or the obligation 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 had been executed by or on behalf of the contractor. And, further the SBI through the Architect/Consultant, their agents or employees may enter upon and take possession of the work and all plants, tools, scaffoldings, materials, sheds, machineries lying upon the premises or on the adjoining lands or roads, use the same by means of their own employees or workmen in carrying on and completing the work or by engaging any other contractors or persons to complete the work and the contractor shall not in any way was interrupt or do any act, matter or thing to prevent or hinder such other contractor or other persons employed for completing and finishing or using the materials and plant for the works.

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When the works shall be completed or as soon thereafter as convenient the SBI or the Architect/ Consultant shall give a notice in writing to the contractor to remove his surplus materials and plants and should the contractor fail to do so within 14 days after receipt thereof by him the SBI sell the same by public auction after due publication and shall adjust the amount realized by such auction. The contractor shall have no right to question any of the act of the SBI incidental to the sale of the materials etc.

35.0 Certificate of Payment The contractor shall be entitled under the certificate to be issue by the Architect / Consultant to the contractor within 10 working days from the date of certificate to the payment from SBI from time to time. The SBI shall recover the statutory recoveries and other dues including the retention amount from the certificate of payment.

Provided always that the issue of any certificate by the Architect/ Consultant during the progress of works or completion shall not have effect as certificate of satisfaction or relieve the contractor from his liability under clause.

The Architect/ Consultant shall have power to withhold the certificate if the work or any part thereof is not carried out to their satisfaction.

The Architect/ Consultant may be any certificate make any corrections required in previous certificate. The SBI shall modify the certificate of payment as issued by the Architect/ Consultant from time to time while making the payment. The contractor shall submit interim bills only after taking actual measurements and properly recorded in the Measurement book (M.B) The contractor shall not submit interim bills when the approximate value of work done by him is less than Rs………. And the minimum interval between two such bills shall be one month. The final bill may be submitted by the contractor within a period of one month from the date of virtual completion and Architect / Consultant shall issue the certificate of payment within a period of two months. The SBI shall pay the amount within a period of three months from the date of issue of certificate provided there is no dispute in respect of rates and quantities. The contractor shall submit the interim bills in the prescribed format with all details. 36.0 Settlement of Disputes and Arbitration Except where otherwise provided in the contract all questions and disputes relating to the meaning of the specifications, design, drawings and instructions herein before mentioned and as to the quality of workmanship or materials used on the work or as to any other question, claim, right, matter or thing whatsoever in any way arising out of or relating to the contract, designs, drawings, specifications, estimates, instructions, orders or these conditions or otherwise concerning the work or the execution or failure to execute the same whether arising during the progress of the work or after

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the cancellation, termination, completion or abandonment thereof shall be dealt with as mentioned hereinafter. i)if the contractor considers that he is entitled to any extra payment or compensation in respect of the works over and above the amounts admitted as payable by the Architect or in case the contractor wants to dispute the validity of any deductions or recoveries made or proposed to be made from the contract or raise any dispute, the Contractor shall forthwith give notice in writing of his claim, or dispute to the Assistant General Manager (Premises & Estate) / Dy. General Manager (Premises) and endorse a copy of the same to the Architect, within 30 days from the date of disallowance thereof or the date of deduction or recovery. The said notice shall give full particulars of the claim, grounds on which it is based and detailed calculations of the amount claimed and the contractor shall not be entitled to raise any claim nor shall the Bank be in any way liable in respect of any claim by the contractor unless notice of such claim shall have been given by the contractor to the Assistant General Manager (Premises & Estate) / Dy. General Manager (Premises) in the manner and within the time as aforesaid. The contractor shall be deemed to have waived and extinguished all his rights in respect of any claim not notified to the Assistant General Manager (Premises & Estate) / Dy. General Manager (Premises) in writing in the manner and within the time aforesaid. ii) The Assistant General Manager (Premises & Estate)/ Dy. General Manager (Premises) shall give his decision in writing on the claims notified by the contractor. The contractor may within 30 days of the receipt of the decision of the Assistant General Manager (Premises & Estate)/Dy. General Manager (Premises) submit his claims to the conciliating authority namely the Circle Development Officer/General Manager (Corporate Services) for conciliation along with all details and copies of correspondence exchanged between him and the Assistant General Manager (Premises & Estate) / Dy. General manager (Premises) iii) If the conciliation proceedings are terminated without settlement of the disputes, the contactor shall within a period of 30 days of termination thereof shall give a notice to the concerned Chief General Manager/Dy. Managing Director & Corporate Development Officer of the Bank for appointment of an arbitrator to adjudicate the notified claims failing which the claims of the contractor shall be deemed to have been considered absolutely barred and waived. iv) Except where the decision has become final, binding and conclusive in terms of the contract, all disputes or differences arising out of the notified claims of the contractor as aforesaid and all claims of the Bank shall be referred for adjudication through arbitration by the Sole Arbitrator appointed by the Chief General Manager/ Dy. Managing Director & Corporate Development Officer. It will also be no objection to any such appointment that the Arbitrator so appointed is a Bank Officer and that he has to deal with the matters to which the Contract relates in the course of his duties as Bank Officer. If the arbitrator so appointed is unable or unwilling to act or resigns his appointment or vacates his office due to any reason whatsoever another sole arbitrator shall be appointed in the manner aforesaid by the said Chief General Manager / Dy. Managing Director & Corporate Development Officer. Such person shall be entitled to proceed with the reference from the stage at which it was left by his predecessor. It is a term of this contract that the party invoking arbitration shall give a list of disputes with amounts claimed in respect of each dispute along with the notice for appointment of arbitrator.

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It is also a term of this contract that no person other than a person appointed by such Chief General Manager aforesaid should act as arbitrator. The conciliation and arbitration shall be conducted in accordance with the provisions of the Arbitration & Conciliation Act 1996 or any statutory modification or re-enactment thereof and the rules made there under. It is also a term of the contract that if any fees are payable to the arbitrator these shall be paid equally by both the parties. However, no fees will be payable to the arbitrator if he is a Bank Officer. It is also a term of the contract that the arbitrator shall be deemed to have entered on the reference on the date he issues notice to both the parties calling them to submit their statement of claims and counter statement of claims. The venue of the arbitration shall be such place as may be fixed by the arbitrator in 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 cost of the reference and of the award (including the fees, if any of the arbitrator) shall be in the discretion of the arbitrator who may direct to any by whom and in what manner, such costs or any apart thereof shall be paid and fixed or settle the amount of costs to be so paid. 37.0 Water Supply The contractor shall make his own arrangements for water required for the work and nothing extra will be paid for the same. This will be subject to the following conditions: i) That the water used by the Contractor shall be fit for construction purpose to

the satisfaction of the Architect/ Consultant. ii) The Contractor shall make alternative arrangements for the supply of water if

the arrangements made by the Contractor for procurement of water in the opinion of the Architect / Contractor is unsatisfactory.

37.1 The contractor shall construct temporary well/ tube well in SBI land for taking water for construction purposes only after obtaining permission in writing from the SBI. The Contractor has to make his own arrangements for drawing and distributing the water at his own cost. He has to make necessary arrangements. To avoid any accidents or damages caused due to construction and subsequent maintenance of the wells. He has to obtain necessary approvals from the local authorities, if required at his own cost. He shall restore the ground to its original condition after wells are dismantled on completion of work or hand over the well to the SBI without any compensation as directed by the Architect / Consultant. 38.0 Power Supply The contractor shall make his own arrangements for power and supply / distribution system for driving plant or machinery for the work and for lighting purpose at his own cost. The cost of running and maintenance of the plants are to be included in his tender prices. He shall pay all fees and charges required for the power supply and include the same in his tendered rates and hold the owner free from all such costs. He has to obtain necessary approvals from the appropriate authorities, if required.

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39.0 Treasure Trove etc. Any treasure trove, coin or object antique which may be found on the site shall be the property of SBI and shall be handed over to the Bank immediately. 40.0 Method of Measurement Unless otherwise mentioned in the schedule of quantities or in mode of measurement, the measurement will be on the net quantities of work produced in accordance with up to date. Rules laid down by the Bureau of Indian Standards. In the event any dispute/ disagreement the decision of the Architect / Consultant shall be final and binding on the contractor. 41.0 Maintenance of Register The contractor shall maintain the following register as per the enclosed format at site of work and should produce the same for inspection of SBI / Architect / Consultant whenever desired by them. The contractor shall also maintain the records/ register as required by the local authorities /Government from time to time.

i) Register for secure advance ii) Register for hindrance to work iii) Register for running account bill iv) Register for labour

43.1 FORCE MAJEURE 43.1 Neither contractor nor SBI shall be considered in default in performance of their obligation if such performance is prevented or delayed by events such as war, hostilities revolution, riots, civil commotion, strikes, lockout, conflagrations, epidemics, accidents, fire, storms, floods, droughts, earthquakes or ordinance or any act of god or for any other cause beyond the reasonable control of the party effected or prevented or delayed. However, a notice is required to be given within 30 days from the happening of the event with complete details, to the other party to the contract, if it is not possible to serve a notice, within the shortest possible period without delay. 43.2 As soon as the cause of force majeure has been removed the party whose ability to perform its obligations has been affected, shall notify the other of such cessation and the actual delay incurred in such affected activity adducing necessary evidence in support thereof. 43.3 From the date of occurrence of a case of force majeure obligations of the party affected shall be suspended during the continuance of any inability so caused. With the cause itself and inability resulting there from having been removed, the agreed time of completion of the respective obligations under this agreement shall stand extended by a period equal to the period of delay occasioned by such events. 43.4 Should one or both parties be prevented from fulfilling the contractual obligations by a state of force majeure lasting to a period of 6 months or more the two parties shall mutually decide regarding the future execution of this agreement.

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44.0 Local Laws, Acts, Regulations The contractor shall strictly adhere to all prevailing labour laws inclusive of contract labour (regulation and abolition act of 1970) and other safety regulations. The contractor shall comply with the provision of all labour legislation including the latest requirements of all the Act, laws, any other regulations that are applicable to the execution of the project. i) Minimum Wages Act, 1948 (Amended) ii) Payment of Wages Act 1936 (Amended) iii) Workmen’s Compensation Act 1923 (Amended) iv) Contract Labour Regulation and Abolition Act 1970 and Central Rules 1971

(Amended) v) Apprentice Act 1961 (Amended) vi) Industrial Employment (Standing Order) Act 1946 (Amended) vii) Personal injuries (Compensation Insurance) Act 1963 and any other

modifications. viii) Employees’ Provident Fund and Miscellaneous Provisions Act 1952 and

amendment thereof. ix) Shop and Establishment Act. x) Any other Act or enactment relating thereto and rules framed there under from

time to time. 45.0 SAFETY CODE: 1. All personnel at site should be provided with Helmets and Safety Boots with

some Identification Mark. Visitors also should be provided with Helmets. It should be ensured that these are used properly.

2. First Aid Box should be kept at site with all requisite materials. 3. No one should be allowed inspect/ work at a height without Safety Belt. 4. Suitable scaffolds should be provided for workmen for all works that cannot be

done safely be done from the ground, or from solid construction except such short period work as can be done safely from ladders. When a ladder is used and extra Mazdoor shall be engaged for holding the ladder and if the ladder is used for carrying materials as well as suitable foothold and handhold shall be provided on the ladder the shall be given an inclination not steeper that ¼ to 1(1/4 horizontal and 1 vertical).

5 .Scaffolding or staging more than 3.5m above the ground or floors, swung or

suspended from an overhead support or erected with a stationary support shall have a guard rail properly attached, bolted, braced and otherwise secured, at least 1 mtr. Above the floor or platform of such scaffolding or staging and extending along the entire length of the outside and ends thereof with only such openings as may be necessary for the delivery of materials. Such scaffolding or staging shall be so fastened as to prevent it from swaying from the building or structure.

6. Working platforms, gangways and stairways 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 3-5 Meters above ground level or floor level, they shall be closely boarded and shall have adequate width and should be suitably fenced, as described.

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7. Every opening in the floor of a building or in a working platform be provided

with suitable means to prevent the fall of persons or materials by providing suitable fencing or railing whose minimum height shall be 1 Meter.

8. Safe means of access shall be provided to all working platforms and other

working places. Every ladder shall be securely fixed. No portable single ladder shall be over 9 Meters in length while the width between side rails in rung ladder shall in no case, be less than 30cms for ladder up to and including Meters in length. For longer ladders this width should be increases at least 6mm for each additional 30cms. Uniform steps spacing shall not exceed 30 Cms.

9. Adequate precautions shall be taken to prevent danger from electrical equipment.

For Electrical on line works gloves, rubber mats or rubber shoes shall be used.

10. All trenches, 1.2 Meters or more in depth shall at all times be supplied with at least one ladder each 30 Meters length or fraction thereof. The ladder shall be extended from bottom of the trench to at least 1 Meter above the surface of the ground. The sides of the trenches, which are 1.5 Meters or more in depth shall be stepped back to give suitable slope, or securely held by timber bracing, so as to avoid the danger of sides collapsing. The excavated materials shall not be placed within 1.5 Meters of the edges of the trench or half of the depth of the trench whichever is more cuttings shall be done from the top to bottom. Under no circumstances undermining or under cutting shall be done.

11. Before any demolitions work is commenced and also during the process of the

work: a) All roads, open areas adjacent to the work site shall e it her sha l l be

c lo sed o r suitably protected.

b) No electric cable or apparatus which is liable to be a source of danger over a cable or apparatus used by the operator shall remain electrically charged.

c) All practical steps shall be taken to prevent danger to persons employed from

the risk of fire or explosion or flooding. No floor, roof or other part of the building shall be so overloaded with debris or materials as to render it unsafe.

d) All necessary personal safety equipment as considered adequate by the Site

Engineer should be kept available for the use of the person employed on the site and maintain in a condition suitable for immediate use; and the Contractor should take adequate steps to ensure proper use of equipment by those concerned.

e) Workers employed on mixing asphaltic materials, Cement and line mortars

shall be provided with protective footwear and protective goggles. f) Those engaged in white washing and mixing or stacking of cement Bags or

any materials shall be provided with protective goggles. g) Those engaged in welding works shall be provided with welder’s protective

eyes-shields.

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h) Stone breakers shall be provided with protective goggles and protective

clothing and seated at sufficiently safe intervals.

i) 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 and boards to prevent accident to the public.

12) Use of hoisting machines and tackle including their attachments, anchorages

and supports shall conform to the following standards or conditions:

a) These shall be of good mechanical constructions sound material and adequate strength and free from patent defect and shall be kept in good repair and in good working order.

b) Every rope used in hoisting or lowering materials or as means of

suspensions shall be of durable quality and adequate strength and free from patent defects.

c) Every crane driver or hoisting appliance operator shall be properly qualified

and no person under the age of 21 years should be in charge of any hoisting machine including any scaffold, which or give signals to operators.

d) In case of every hoisting machine and of every chain ring hook, shackle working load shall be ascertained by adequate means.

e) Shovel and pulley block used in hoisting or as means of suspension the safe hoisting machine and all gear referred to above shall be plainly marked with the safe working load. In case of a hoisting machine having a variable safe working load, each safe working load and the conditions under which it is applicable shall be clearly indicated. No part of any machine or any gear referred to above in this paragraph shall be loaded beyond the safe working load except for the purpose of testing.

f) Motors, gearing, transmission, electric wiring and other dangerous parts of

hoisting appliances should be provided with efficient safeguards, hoisting appliances should be provided with such means as will reduce to the minimum the risk of accidental descent of the load, adequate precaution should be taken to reduce to the minimum the risk of any part of the suspended load becoming accidentally displaced.

g) When workers are employed on electrical installations, which are

already energized, insulating mats, wearing apparel, such as gloves, sleeves and boots as may be necessary, should be provided. The workers should not wear any rings, watches and carry keys or other materials, which are good conductors of electricity.

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13. All scaffolds, ladders and other safety devices mentioned or described herein

shall be maintained in safe condition and no scaffold, ladder or equipment shall be altered or removed while it is in use. Adequate washing facilities should be provided at or near places of work.

46.0 Accidents

The contractor shall immediately on occurrence of any accident at or about the site or in connection with the execution of the work report such accident to the Architect/ Consultant. The contractor shall also report immediately to the competent Authority whenever such report is required to be lodged by the law and take appropriate actions thereof.

47. NON-AVAILABILITY OF ANY MATERIAL: If for some reasons, the materials mentioned in the Approved Brand of Manufacturer’s or the Bill of Quantities are not available, the same shall be brought to the notice of the Employer/Consultant in writing by the Contractor. No alternative material shall be used without Employer’s and Consultant written approval.

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48. CONTRACTOR’S LIABILITY & INSURANCE: - SUMMARY ______________________________________________________________________ No. Nature & Scope Value of Validity Name Insurance

Of Work Insurance Period of Insurer Policy Insurance No. ______________________________________________________________________ 01. Loose or Damage to works or any part thereof & all materials at site from any cause whatsoever. 02. Damage, loss or injury to any property of the Employer or Consultant to any person Including the Employer or Consultant or his Agents and Servants. 03. Claims under the Workman’s Compensation Act, 19IL3, the Minimum Wages Act 1949 & the Contract Labour. (Regulation & Abolition) Act 1970. Signature of Contractor Address ________________________ ________________________ ________________________ ________________________ Witness: - _________________ _________________________ _________________________ _________________________ _________________________

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49. PROFORMA “A" As Per Current Bill As Per Previous Bill For Current Bill Remarks

No. Amount No. Amount No. Amount

1. Deviated Items

2. Extra Items

3. Deleted Items ___________________________________________________

Net Excess / Savings _____________________________________________

Actual Total (As Executed) ________________________________________

Tender Amount _________________________________________________ _____________________________________________________________________ _____________________________________________________________________

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C E R T I F I C A T E The measurements on the basis of which the above entries for the Running Bill No. ____

Were made have been taken jointly on __________________________________ and are

recorded at pages _____ to ____ of measurement book No. _______________.

_______________ _________________ _________________ Signature & Date Signature & Date Signature & Date of Of Contractor of Architect’s Site Engineer Representative (Seal) The work recorded in the above mentioned measurements has been done at the site

satisfactorily as per tender drawings, conditions and specifications.

Architect Site Engineer / Bank’s Engineer

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50. PROFORMA OF CERTIFICATE OF PAYMENT BY ARCHITECTS Certificate No. Interim / Dated Client: - Project No. Building Work/Interior Work __________________________________________ Particulars: - _____________________________________________________________________ Contractor Contract/Letter No. Dated _____________________________________________________________________ Contractor’s Bill No. Dated _____________________________________________________________________ This is to certify that the amount given below (*) is due to your Contractors for the work done by them and/or against materials delivered at site and/or advance towards contract on the above referred project. Advance against contract Rs. LESS – Advance adjusted to-date Rs. Balance Advance Rs. Advance against material delivered at site Rs. Amount of work done to-date Rs. Total Rs. LESS – Retention on work done Rs. LESS – Previously certified upto Rs. PRESENT CERTIFICATE (*) Rs. Rupees _________________________________________________________________ The cost of cement or any other material supplied by you or payments made by you directly, if any and not covered herein above, should be adjusted before making the payment of the certified amount (*) Necessary Deduction U/S 194C of the Income Tax 1961 & sales tax may be made before paying the above certified amount. By a copy of this letter, we are intimating the Contractors to call on you for the necessary payment. _____________________________________________________________________ Remarks, if any (P.T.O.) The details of Insurance Policy are given in the next page. _____________________________________________________________________

Signature of Architects Enclosure: - Bill _____________________________________________________________________ Client’s Copy

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51. DETAILS OF INSURANCE POLICIES _____________________________________________________________________ Types of Policies Name of Amount Policy Validity Insurance (Rupees) No. _____________________________________________________________________ CAR Policy Including 3rd Party Liability Workmen’s Compensation Remarks: -

01. This is only an `on-account’ payment and is not to be interpreted either as approval of work, materials brought or affixed at site or for that matter approval of any sort.

02. The quantum of work done and materials delivered at site have been certified by

_________________________________.

03. Should you wish to audit such work, kindly contact the undersigned & oblige.

Architects

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52. IV. MEMORANDUM FOR PAYMENT

R. BILL NO. _____________ 01. Total amount due since previous bill (D) (A + B) Rs. ________________ 02. P.V.A. on account of escalation in price of steel, cement & other materials and labour as detailed in separate statements enclosed Rs._________________ 03. DEDUCTION: - a) Secured advance paid in the previous Bill Rs._________________ b) Retention money on value of works as per accepted tenders: upto date amount Rs._________________ LESS – Already recovered (-) Rs._________________ BALANCE TO BE RECOVRED Rs._________________ Rs._________________ c) Mobilization advance, if any c1) outstanding amount (Principal + Interest) as on date Rs._________________ c2) To be recovered in this Bill Rs._________________ d) Any other departmental material cost to be recovered as per contract, if any Rs._________________ e) Any other departmental service charges to be recovered if any, as per contract (water, power etc.) Enclose Statement Rs._________________ Total deduction as per contractor Rs._________________ (-) Rs._________________ Net amount payable as per contract (E – F) Rs._______________ (G) IN WORDS (Rupees __________________________________________________) The bill amounting to ___________________ (both figures and words) has been scrutinized by me after due test check of the measurement of works as required and is recommended for payment. _______________________________ Dated Signature of Bank’s Engineer In Charge of the Project

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STATUTORY DEDUCTIONS: - 01. Total amount due (E) Rs._________________ 02. LESS – Income Tax Payable Rs._________________ NET PAYABLE Rs._________________ The figure given in the Memorandum for Payment has been and the bill passed for payment ___________________________ (words and figures). Date: - _________________

______________________________________ Signature of Premises Officer For A & B refer Annexure 29.

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53. PROFORMA `B’ Name of Work: - Interim Bill No.: - ___________________________________________________________________________________ Tender Provision Actual Amount Excess (+) Remark Rs. Rs. Saving (-) Rs. __________________________________________________________________________________ 01. Deviated Items (Pink Sheets) + 02. Extra Items (yellow sheets) + 03. Deleted Items -

____________________________ Net Excess Savings +

____________________________ 04. Tender Items (As executed) Actual cost: - (As executed) LESS Tender Cost - Net Excess Saving ____________________________ __________________________________________________________________________________

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PROFORMA ‘C’ 54. CONTRACTORS LAIBILITY AND INSURANCE SUMMARY _____________________________________________________________________ Name & Number of Value of Validity Loss or damage in work (covered Insurance Policy with Insurance Period under policy) or any part thereof Description and all materials at site from any Cause whatsoever 01. 02. 03. 04. _____________________________________________________________________ a. b. c. _____________________________________________________________________ _____________________________________________________________________ Damage, loss or injury to Claims under the workman Remark Any property of the Employer compensation Act. 19L`3, Or Consultant or his agents & the Minimum Wages Act Servants 1949 & Contract Labour (Regulation Abolition) Act 1970 05. 06. 07. _____________________________________________________________________ NB: - Details of further policies if any taken and the loss or damage if any under that policy

may please be indicated separately 4t appropriate places.

___________________ Signature of Contractor

Address: - ____________________________ ____________________________ ____________________________ ____________________________ Witness: - ____________________________ ____________________________

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55. FORMAT OF HINDRANCE REGISTER

Name of Work : Date of Start of Work

:

Name of Contractor : Period of

Completion :

Agreement No. : Date of Completion :

Sr.No Nature of hindrance

Date of occurrence of hindrance

Date of which hindrance was removed

Period of Hindrance

Signature of Site Engineer/ Project Engineer

Remarks

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INDEX TO SPECIAL CONDITIONS OF CONTRACT

Sr. No. Item Page No. 01. Inspection of Drawings 49

02. Execution of work 49

03. Schedule of Quantities 50

04. Access for Inspection 50

05. Dimensions 50

06. Program of work 50

07. Work on Holiday 51

08. Action where there is no Specification 51

09. Reporting of Accidents to Labor 51

10. Clearing the Site work 51

11. Occupation of Partially Completed Building by the Employer 52

12. Preparation of building for occupation & use on Completion 52

13. Wages of Labor Employed by the Contractor 52

14. Extra Items / Deviations 52

15. Insurance Policies 53

16. Indebtedness and Liens 53

17. Independent Contractor 53

18. Work performed at Contractor’s Risk 53

19. Construction Drawings 54

20. Completion Drawing/ Acceptance of Installation 54

21. Keeping the Areas & Access Road Clean 54 22. Typographical or Clerical Errors 55

23. Information to be supplied by the Contractor 55

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Sr. No. Item Page No.

24. Testing of Works materials & preparation of samples 55 25. Covering up of works 55

26. Notices 55

27. Municipal Regulation 55

28. Measurement to be recorded before work is covered up 55

29. Work at Night 56

30. Issue of Extra Construction Drawing 56

31. Display of Notices 56

32. Work to Be Continued During the Pendency of the Arbitration 57

33. Lien on Sums Payable to the Contractors 57

34. Approval of Mock-ups and samples 58

35. Approval of final finish in case of polishing and painting 58

36. Non-Availability of Nominated materials/items 58

37. Address for Service 58

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SECTION V SPECIAL CONDITION OF CONTRACT

01. INSPECTION OF DRAWINGS:

Before filing in the tender, the tenderer will have to check up all Drawings and Schedules of quantities and will have to get an immediate clarification from the Consultant on any point that he feels is vague or uncertain. No claim for damages or compensation will be entertained on this account.

02. EXECUTION OF WORK:

The whole of the work as described in the Contract (including the schedule of quantities the specifications and all drawing pertaining hereto) and as advised by the Consultant from time to time is to be carried out and completed in all its parts to the entire satisfaction of the Employer/Consultant. Any minor details of work which are obviously and fairly attended, or which may not have been definitely referred to in this contract, but which are usual in sound construction practice and essential to the work, are to be included in that contract. Rates quoted in the Schedules shall be inclusive of all freights, taxes, duties such as Octroi, Sales Tax, Work Contract Tax, Excise Duty, Royalties etc., as well as transportation to as to execute the contract as per the rules and regulations of Local Bodies. State Government and the Government of India and to the full intent of tender document.

Following shall be deemed to be provided for in the quoted rates. 02a Labour, maintenance, flying, carrying, cleaning, making good, hauling, wastage etc.

02b Plant, double scaffolding frame work, English ladders, ropes, nails, spikes, tools,

material and workmanlike-protection from weather, shuttering, temporary supports, plant for and the maintenance of the same.

02c Covering for the walling and other works during inclement weather or strikes or

whenever directed as necessary. 02d All temporary canvas, lights, tarpaulin, barricades, water sheets etc. 02e All stairs and steps thresholds and any other requisite protection of the works. 02f All such temporary weather-proof sheds at such places and in a manner approved by

the Consultant for the storage and protection of materials against the effects of Sun or Rain.

02g All such temporary fences guards’ approaches and roads say be necessary for

execution of the contract works and for safeguarding the public.

02h The necessary scaffolding, labour and removal of the same after the completion of the work. The Consultant will be sole judge in deciding as to the suitability of the tools and plant that say be brought at the works by the Contractors for the proper execution of the work.

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The rates quoted by the tenderer in the schedule of probable quantities will be deemed to be for the finished work inclusive of the list of providing the above items

03. SCHEDULE OF QUANTITIES – NO CLAIM BECAUSE ACTUAL

QUANTITIES DIFFER FROM PRELIMINARY STATEMENT: A schedule of probable quantities in respect of work and specifications accompany these conditions. The schedule of probable quantities is liable to alterations by omission, deductions or additions at the discretion of the Consultant / Employer.

The quantities of the various kind of work to be done and materials to be furnished under this Contract which have been estimated and are set forth in the proposal of the Agreement or the list or Contract prices, are the best available but may not be accurate in any of all particulars and are only, for the purpose of comparing on a uniform basis the bids offered for the work under this Contract. The Contractor agrees that neither the Employer nor the Consultant nor any of the employees or agents hereof shall be held responsible if any of the said estimated quantities shall be found to be not even approximately correct in the execution of the work and that he will not at any time dispute or complain of such statement nor assert that there was any misunderstanding in regard to the characters, size and type of work to be done or the kind or amount of the materials to be furnished or work to be done. Further, the Contractor shall make no claim for anticipated profits, for loss of profits or for damages because no work is ordered under certain items or because of a differences between the quantities of the various kinds of work to be done or materials actually delivered and the estimated quantities set forth by the Employer or the Consultant.

04. ACCESS FOR INSPECTION:

The Contractor is to provide at all times during the progress of the works and the maintenance period proper means of access, ladders, gang ways etc., and the necessary attendants to move and adapt the same as directed for the inspection or measurement of the works by the Consultant/Employer or their representatives.

05. DIMENSION:

Figured dimensions are in all cases to be followed and no case should they be scaled? Large scale details kike precedence over small scale drawings. In case of discrepancy the Contractor is to ask for an explanation before proceeding with the work.

06. PROGRAMME OF WORK:

The Bidder shall, along with his bid, submit completion of work, either in the form of CPM Net Work or in the form of a bar chart, showing how he proposes to complete the works. This programme shall be prepared in sufficient detail and shall – indicate, among other things, the following details on month-to-month basis (for each month) or week to week.

06a Quantum of work under each major item of work that should be carried out. 06b Amount of resources that would be deployed e.g. skilled/unskilled labour carpenter’s

equipment etc. 06c Schedule of delivery of materials to site.

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06d Approximate value of work contemplated to be completed each month/week. 06d Schedule and manner in which detail is or material (to be issued by the – Employer)

are required from the Consultant/Employer. 06e Time period allowed for other agencies work. 06f Various milestones to be achieved.

This program, suitably amended after discussions with the Consultant/Employer, shall become binding on the, Contractor. However during the execution of project, should it become necessary in the opinion of the Consultant / Employer to reschedule some of the activities the Contractor shall do so at no extra cost and/or without any other claim. Acceptance of bidder’s tender does not necessarily, imply acceptance of the schedule submitted and the Consultant/Employer reserves to himself the right to modify/amend this schedule to suit the overall project schedule and the Contractor shall adhere to these revisions/modifications at no extra cost to the Employer. Open space for storage could be provided by the Employer. The Contractor has to make arrangements for enclosing open space for providing safety Arrangements.

07. WORK ON HOLIDAY / WEEK DAYS:

Major work is required to be carried out after office hours and holidays without disturbing the departments/occupants in the building / floor and during office hours on working days may be permitted provided care is taken by the Contractor for not causing any disturbance to the working staff.

08. ACTION WHERE THERE IS NO SPECIFICATION:

In the case of any class of work over which there is no specification mentioned, the same shall be carried out in accordance with the Indian Standard Specifications subject to the approval of the Consultant and clients.

09. REPORTING OF ACCIDENT TO LABOUR: Contractor shall be responsible for the safety of persons employed by him on the works and shall report accidents to any of them, however and wherever occurring on the works, to the Consultant / Employer. The Contractor shall make every arrangement to render all possible service to such workman. This shall be without prejudice to the responsibility of the Contractor to under the Insurance Clause of the General Condition.

10. CLEARING THE SITE OF WORKS:

The Contractor shall clear the site of works as per the instructions of the Consultant. The site of works shall be cleared of all men, materials, sheds, etc., belonging to the Contractor. The site shall be delivered in a clean and neat condition as required by the Consultant within a period of one week after the job is completed. In case of failure by the Contractor, the Employer under advice to the Consultant will have the right to get the site cleared at the risk and cost of the Contractor to the satisfaction of the Consultant.

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11. OCCUPATION OF PARTIALLY COMPLETED BUILDING BY THE EMPLOYER:

The Employer shall be entitled to and at liberty to occupy even the partially completed premises or any portion thereof by themselves or through their agents and servants if they so desire in which even. Necessary extension of time & on this account for completing the work shall however, be granted to the Contractor, but he shall have no claim for any compensation whatsoever due to the delay involved in completing the work.

12. PREPARATION OF BUILDING FOR OCCUPATION AND USE ON

COMPLETION: On completion of the work, the Contractor shall inform the Consultant in writing that

he has finished the work and it is ready for the Consultants inspection. The Contractor/Employer shall clean all windows and doors including the cleaning and oiling if necessary of all hardware, inside and outside, all floors, staircase and every part of the building. He will leave the entire building neat and clean and ready for occupation and to the satisfaction of the Consultant.

13. WAGES OF LABOUR EMPLOYED BY THE CONTRACTOR: The Contractor shall pay all labour employed by him at rates fixed by his at the

commencement of the Contract as per the Labour Laws. Wages as applicable for the construction work as per norms stipulated by the Bombay Metro Corporation shall be followed by the Contractor. No variation of such statutory laws & rules shall be permissible. This will also include the minimum & maximum allowable wages for various categories of labour to be employed by the Contractor

All wages shall be paid in full and without any deductions whatsoever at the approved

rates and for the full time actually worked during the wage period. The Engineer or such other office of the Employer maybe authorized in that behalf and shall have power to exercise supervision over the labour employed by the Contractor and or such purpose any of these officers may inspect the wage books, muster books and other labour records of the Contractor. In the event of the report of the inspecting officer showing that the proper rates of wages are not being paid, or that in any manner whatsoever the dealings between the Contractor and his labour are not satisfied, the Engineer shall pass such order upon the report as he considers desirable, and those orders shall be final and binding upon the contractor. The Contractor shall indemnify & keep indemnified the Consultant against any claim arising from failure of the Contractor to comply with such labour laws.

14. EXTRA ITEMS / DEVIATIONS: The Contractor shall not commence work in respect of any extra items/deviations

without obtaining the approval of the Consultant/Employer in writing. The Contractor shall immediately submit the rate analysis for such items, with necessary details to support the rate quoted. The rate shall then be settled by the Consultant and necessary certificate based on this shall be given to the Employer while incorporating the item in the Interim Bills. Claim for extra / deviated items shall be submitted in the yellow/pink proforma respectively (as per specimen copies of proforma included in the tender document), which indicate authority / order for such items.

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15. INSURANCE POLICIES: The Contractor shall not commence any work at site, until all the Insurance Policies,

as required in terms of the General Conditions of Contract, have been submitted to the Employer. Renewal of the same if required due to extension of time of the completion or similar reasons is also the responsibility of the Contractor.

Notwithstanding anything to the contrary mentioned in the contract, Contractors have

to submit all Insurance policies in original to the Client directly to sake the Client satisfy themselves regarding adequacy of the value of Insurance, validity etc. as per contractual clauses and furnish a copy to the Consultant. The Contractor shall arrange for renewals on their own, any omission to do so or delay in non-receipt of such information will be no excuse for failure to renew them or keep thee in force without a break.

16. INDEBTEDNESS AND LIENS: The Contractor agrees to furnish the Employer from time to time during the progress

of the work as requested, verified statements showing the Contractors total outstanding indebtedness in connection with the work covered by the contract. Before final payment is made the Employer may require the Contractor to furnish the Employer with satisfactory proof that there are no outstanding debts or liens in connection with the contract. If during the progress of the work, the Contractor shall allow any indebtedness to accrue to sub-contractors or others and shall fail to pay or discharge same within five (5) days after demand then the Employer may withhold any money due to the Contractor until such debt is paid, or apply the same towards the discharge thereof.

17. INDEPENDENT CONTRACTOR: The Contractor agrees to perform this contract as an independent Contractor and not

as a sub-contractor, agent or employee of the Employer. 18. WORK PERFORMED AT CONTRACTORS RISK: The Contractor shall take all precautions necessary and shall be responsible for the

safety of the work and shall maintain all lights, guards, signs, temporary passages or other protection necessary for the purpose. All work shall be done at the contractors risk and if any loss or damage shall result from fire or from other cause, the Contractor shall promptly repair or replace such loss or damage free from all expenses to the Employer. The Contractor shall be responsible for any loss or damage to materials, tools or other articles used or held for use in connection with the work. The work shall be carried on and completed without damage to any work or property of the Employer or of others and without interference with the operation of existing machinery or equipment’s, if any.

During the contract period, the Contractor shall appoint at the site a Senior Engineer

to the satisfaction of the Consultant and shall continue in such appointment for three months after the grant of the “Virtual Completion Certificate” to him. The Consultant shall be entitled to approve or disapprove without assigning reasons the appointment of such Engineer proposed by the Contractor. This condition shall be reckoned as being the essence of the contract and its breach shall make the contract revocable at the option of the Employer.

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The Engineer so appointed shall coordinate the execution of work by Contractors of other trades in general and shall perform the following function in particular:

18.1 The Senior Engineer, in-charge of co-ordination shall be responsible for providing all

the necessary support, required to be given by the Interior Contractor by virtue of the contract, to the various services Contractors for the purpose of commissioning the testing of their respective services.

18.2 The Senior Engineer shall have adequate knowledge about the various services

involved in the job to appreciate the importance of various interface activities to be performed by the main Interior Contractor in the desired sequence so as to hold up the work of the services Contractors as regards commissioning and testing of their respective services.

18.3 The Senior Engineer should have preferably past experience of shouldering similar responsibilities to appreciate the importance of this final critical phase of the project where utmost co-ordination is required for cutting down the delays in successful commissioning of the entire facility.

19. CONSTRUCTION DRAWINGS:

The successful tenderer shall state on receiving the letter of intent, what drawings are yet to be issued by the Consultant for execution purposes and what further details are required by him from the Consultants. Silence on the part of the successful tenderer in this regard will be construed to mean that he has all the information that he needs for ordering out materials and for contractual purposes. Unless specifically asked for in writing, delays later claimed by the successful tenderer on account of drawings will not be construed as reasons for delay the execution of work.

Apart from clarifications sought during the periodic visits to site by the Consultants representatives, the successful tenderer shall obtain all clarifications and the Consultants drawings from their offices in Mumbai.

Extra / variation not registered within 3 weeks on receipt of drawings will not be entertained.

20. COMPLETION DRAWINGS / ACCEPTANCE OF INSTALLATION:

The Contractor shall furnish 3 sets of drawings ‘as erected’ and approved by different statutory authorities in accepting the work in its entirety and completion.

The Contractor shall submit the written acceptance of the installation by the different statutory authorities in respect of the different components of the installation and commission the system in the presence of the Consultant and Employer’s representative before asking for the Virtual Completion Certificate.

21. KEEPING THE AREAS AND ACCESS ROAD CLEAN:

The Contractor shall be required to maintain the site all the building areas in a neat and clean condition at all times to the satisfaction of the Consultant. The Contractor shall also be required to maintain all access roads to the sit and within the site and keep, them free from all obstructions, material dropping etc. to the satisfaction of Consultant and local authorities.

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22. TYPOGRAPHICAL OR CLERICAL ERRORS:

The Consultant’s clarifications regarding partially omitted particulars or typographical or clerical errors shall be final and binding on the Contractor.

23. INFORMATION TO BE SUPPLIED BY THE CONTRACTORS: The Contractor shall furnish the Employer the following: 23a Detailed Industrial statistics regarding the labour, employed by his etc. 23b The Power of Attorney, name and signature of his authorized representative who will

be in charge for the execution of the work. 23c A list of technically qualified persons employed by his for the execution of the work. 23d The total quantity and quality of materials used the work. 24. TESTING OF WORKS, MATERIALS & PREPARATION OF SAMPLES: The Contractor shall arrange to test materials and / or portions of the works as

instructed by the Consultant / Employer wherever possible to ISI standards at his own cost in order to prove their soundness and efficiency. If after any such test, the work or portions of the works are found to be detective or unsound the Contractor shall pull down and re-erect the same at his own cost. Samples of various materials shall be submitted by the Contractor for approval prior to ordering out the same, wherever necessary the Contractor shall at his own cost, prepare samples to indicate the workmanship.

25. COVERING UP OF WORKS: The Contractor shall cover up and protect the works from the weather and from wear

and tear as directed by Consultant /Employer and shall suspend all wet operations during weather which in the opinion of Consultant, will be detrimental to the works.

26. NOTICES: The Contractor shall give all notices and pay all fees charges royalties, which may be

levied/ leviable to any authority and shall comply with all Acts and Regulations for the successful completion of the Contract Works.

27. MUNICIPAL REGULATION: The whole of the work including sanitation is to comply with the requirements and

byelaws of the concerned Municipal Corporation, local bodies & Chief Fire Officer. 28. MEASUREMENT TO BE RECORDED BEFORE WORK IS COVERED UP: The Contractor shall take joint measurement with the Consultant’s representative

before covering up or otherwise placing beyond the reach of measurement any item of work. Should the Contractor neglect to do so, the same shall be uncovered at the Contractors expenses or in default thereof, no payment or allowance shall be made for such work or the materials with which the same was executed.

29. WORK AT NIGHT: If the Contractor is required to work at night in order to complete the work within the

‘Time Schedule’, the Contractor shall provide and maintain at his own cost sufficient lights to enable the work to proceed satisfactorily without danger. Approaches to the

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site also shall be sufficiently lighted by the Contractor. No extra payment will be made for night. Prior intimation of approval should also be taken from the Consultant.

30. ISSUE OF EXTRA CONSTRUCTION DRAWING: Architects will supply six sets of drawings to the Clients for construction. Extra prints

of drawings for construction will be issued on chargeable basis by Architect/Structural Consultant as detailed hereunder:

A0-Size Rs.150/- each to Rs.200/- each depending on size of drawing. A1-Size Rs.125/- each A2-Size Rs.100/- each A3-Size Rs.75/- each A4-Size Rs.50/- each The Contractor shall ensure that all the bills furnished from the Architect’s Office in

this regard are hachured, failing which the certificate for payment of Contractor’s next Interim Bill will be withhold. The drawings are to be used for the project concerned.

31. DISPLAY OF NOTICES: Except where otherwise provided in the contract all questions and disputes relating to

the meaning of the specifications, design, drawings and instructions herein before mentioned and as to the quality of workmanship or materials used on the work or as to any other question, claim, right, matter or thing whatsoever in any way arising out of or relating to the contract, design, drawings, specifications, estimates, instructions orders or these conditions or otherwise concerning the work or the execution or failure to execute the same whether arising during the progress of the work or after the cancellation, termination, completion or abandonment thereof shall be dealt with as mentioned hereinafter.

31a If the Contractor considers that he is entitled to any extra payment or compensation in

respect of the works over and above the amounts admitted as payable by the Architect or in case the Contractor wants to dispute the validity of any deductions or recoveries made or proposed to be made from the contract or raise any dispute, the Contractor shall forthwith give notice in writing of his claim or dispute to the Assistant General Manager (Premises & Estate) in writing in the manner and within the time aforesaid.

31b Assistant General Manager (Premises & Estate e) shall give his decision in writing on the claims notified by the Contractor. The Contractor may within 30 days of the receipt of the decision of the Assistant General Manager (Premises & Estate) submit his claims to the conciliating authority along with all details and copies of correspondence exchanged between him and the Assistant General Manager (Premises & Estate ). If the conciliation proceeding are terminated without settlement of the disputes, the Contractor shall, within a period of 30 days of termination thereof shall give a notice to the Deputy General Manager & Circle Development Officer of the Bank for appointment of an arbitrator to adjudicate the notified claims failing, which the claims of the Contractor shall be deemed to have been considered absolutely barred and waived. Except where the decision has become final, binding and conclusive in terms

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of the contract, all disputes or differences arising out of the notified claims of the Contractor as aforesaid and all claims of the Bank shall be referred for adjudication through arbitration by the sole arbitrator appointed by the Assistant General Manager (P&E). It will also be no objection to any such appointment that the Arbitrator so appointed is a Bank Officer and that he had to deal with the matters to which the contract relates in the course of his duties as Bank Officer. If the Arbitrator so appointed is unable or unwilling to act or resigns his appointment or vacates his office due to any reason whatsoever another sole Arbitrator shall be appointed in the manner aforesaid by the said Assistant General Manager (P&E). Such person shall be entitled to proceed with the reference from the stage at which it was left by his predecessor. It is a term of this contract that the party invoking arbitration shall give list of disputes with amounts claimed in respect of each dispute along with the notice for appointment of arbitrator. It is also a term of this contract that no person other than a person appointed by such Deputy General Manager & Circle Development Officer as aforesaid should act as arbitrator. The conciliation and arbitration shall be conducted in accordance with the provisions of the Arbitration & Conciliation Act 1996 or any statutory modification or reenactment thereof and the rules made thereunder. It is also a term of the contract that if any fees are payable to the arbitrator these shall be paid equally by both the parties. However, no fees will be payable to the arbitrator if he is a Bank Officer. It is also a term of the contract that the arbitrator shall be deemed to have entered on the reference on the date he issues the notice to both the parties calling them to submit their statement of claims.

32. WORK TO BE CONTINUED DURING THE PENDENCY OF THE ARBITRATION:

The Contractor shall continue with the construction work with due diligence and speed so as to complete the same within the period agreed upon, notwithstanding any dispute or different or question as referred to arbitration. The works shall not be delayed on account of any such reference made to the Arbitrators.

33. LIEN ON SUMS PAYABLE TO THE CONTRACTORS: Any sum of money due and payable to the Contractor including any deposits

returnable to them under this contract may be withheld or retained by the Employer, against any claims of the Employer.

34. APPROVAL OF MOCK-UPS AND SAMPLES:

It will be the Contractors responsibility to obtain written approval of mock-ups and samples from the Consultant and Employer. If this is not done, such items where these materials are used will be rejected by the Consultant / Employer.

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35. APPROVAL OF FINAL FINISH IN CASE OF POLISHING AND PAINTING: In case of items for painting and polishing, normally primer and three coats should

suffice. However, to achieve the final finish, to Employer’s/Consultants satisfaction, it may become necessary to have more than three coats. This will have to be done by the Contractor at no extra cost.

36. NON-AVAILABILITY OF SPECIFIED MATERIALS / ITEMS: In case of materials/items which are not available, the Contractor shall have to submit

a letter from manufacturer to that effect. After proper verification, alternative material may be selected by the Employer / Consultant. In the case there will not be any increase of the quoted rates. However, if accepted alternative is cheaper the cost benefit is to be passes or to the Employer.

36.1 COST VARIATION IN MOCK-UPS

Any cost variation upto 3% of quoted rates for all items of mock-ups except sofas and chairs and in case of sofas and chairs 7% of the quoted rates shall be absorbed by the Contractor & he will not claim such amount in case of alternation in design.

37. ADDRESS FOR SERVICE: All letters and notices under or pursuant to these presents shall be hand delivered against acknowledgement or sent by Registered Post with acknowledgement due at the respective addresses mentioned below. Any change in the addresses shall be duly intimated by the concerned party to all others.

1. Address for Employer

To, Assistant General Manager RBO-I, State Bank of India, Thane (Central), Wagle Ind. Area,Plot No.B-35, 2nd Floor,Wagle Estate Circle, Thane (West)- 400 604.

2. Address for Architect M/s. Dilip Kulkarni & Associates

5, Laxmi Building, Municipal Chawl, Ground Floor, Dr. Ambedkar Road, Near Jaihind Talkies, Chinchpokli (E) Mumbai - 400 033

3. Address for the Contractors _____________________________________ _____________________________________ _____________________________________ _____________________________________ _____________________________________

SIGNATURE OF THE TENDERER

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SECTION VI

PREAMBLE TO SPECIAL CONDITIONS OF CONTRACT

GENERAL: The tenderer must obtain for himself on his responsibility in at his own expense all the

information which may be necessary for that purpose of filling this tender and for entering

into are contract for the execution of the same and must examine himself / themselves with

all local condition and all the bye-laws and rules and regulation various authorities and matter

pertaining thereto.

This is intended to be a performance based contract whereto the Contractor will be liable to

execute the work on the basis of the plans and design offered by him or the plans and design

hereby given and accepted by him. The Contractor will have to guarantee for the due and

proper performance of the work agreed to be so erected and installed by him. The Contractor

shall be paid his bills from time to time “on account” basis and the payments so made shall be

adjusted against the money becoming due and payable to him at the agreed rates at the

conclusion of the contract if the work erected and installed under the contract is found to be

giving the due and proper performance.

TO SPECIAL CONDITION OF CONTRACT 01. The prices shall be firm for the duration of contract plus all authorized extensions of

time plus three months period after completion of work. All rates will be including turnover tax, sales tax, works contract tax, VAT etc.

02. The Contractor is to furnish the basic of various materials likely to be used in the

interior work so as to serve as guidelines for working out the rate analysis for extra/taxes, duties etc.

03. The Contractor is to quote for all sections of the Bills of Quantities. However, the

Contractor will have to quote for all items including those where only rate is asked for a particular section. If all such items of & section are not quoted, the tender shall be treated as incomplete and is likely to be rejected.

04. Clients / Consultant reserve the right to ask the Contractor to prepare ‘Mock-up’ of

any item for their approval before proceeding with the work.

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METHOD OF MEASUREMENT

AS MENTIONED IN THE ‘BOQ’

---------------- Xxxxx ------------------ xxxx ------------------------- xxx ------------------------------

PREAMBLE TO BILL OF QUANTITIES 01. Quantities mentioned are approximate and payment shall be made on actual

measurement. 02. The rate of partition, paneling shall include necessary additional frame work supports

that may be required to suit site conditions or stability of the items. Decision of consultant regard to the need for such additional support shall be final.

03. All T.W. frame work sizes mentioned are out of “Ex”. Size with maximum planning

tolerance as per standard IS code. 04. Rate of doors, shall include all hardware locks, floor, springs, door closures, special

door handle etc. as specified in respective items. 05. Rate of partition paneling shall include making of necessary cutouts, chasing to be

made for conduits, switch board etc. and provision of extra timber members if necessary.

06. Rate of pelmet, fascia’s and soffits shall include heavy duty aluminum certain

channels and nylon runners and stoppers wherever required. 07. Rate of painting and polishing includes cleaning of glass panels, fans, doors etc. It

will also include cost of additional costs if found necessary to achieve desired finish. 08. After completion of work, the site shall be handed over walls also absolutely clean

after ensuring that all laminates, floors, walls etc. are spotlessly clean, with no variation in color.

09. Rates of all items remain constant irrespective of floor level and no extra shall be paid

for handling and stating of materials, receiving debris etc. from the site. 10. Contractor shall clean the site and mark the line out of the floor with brown adhesive

tape for approval. The same shall not be paid for separately. 11. All the items shall include required scaffolding, ladders, temporary supporting,

machinery & equipment. 12. If Contractor quotes different rates for execution in different areas for the same item,

the lowest of the quoted rates shall be considered for comparison of bid and payment of work done.

13. Laminate sheets of thickness 1.00mm as shall be used for the work any approved

shade and finish.

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14. The Contractor shall submit to the Consultant/Owner vouchers for collecting materials like marine plywood, particle board, block board, laminate sheets and for other materials as directed.

15. In case of non-availability of any specified manufacturers materials, the Contractor

shall submit samples of materials later to that effect for Consultants and Owners approval allowed, necessary price adjustment as per Consultant’s scrutiny shall be applicable.

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LIST OF APPROVED BRAND/MANUFACTURERS FOR VARIOUS MATERIALS FINISHED

Sr. No.

Material Approval Brand Manufactures

Remark

01 Plywood BWR grade boiling water proof, termite proof, maximum density, maximum weight

Green Ply/ Anchor /National/ Samrat/ Century / Mayur / Archid /Finest/ Sarda or equivalent approved by the Consultant / Employer

As per IS-303 BWR

02 M.D. F. Board Nuwud with ISI mark, Duratuf / Archid with ISI mark or requirement

03 Flush Doors Century / Durian / Anchor / Samrat / Archid or equivalent

Marine Block Board

04 Particle Board Bajaj / Nova-pan / Deco /Euro / Archid / Eco-Board or equivalent

Exterior Grade

05 Veneers (3mm Thick) (Teak, Rose others)

Green / Century / National / Durian / Merino/ Samrat / Sundeck / Marino / Timex or equivalent approved by the Consultant / Employer

Group matching to Consultants approval of approved shade

06 Laminates (1.00mm Thick)

Formica / Royal Touch / Sunmica / Merino / Century / Archid / National or equivalent approved by Consultant / Employer

07 Hardware – Hettich / Kitch / Godrej / Palidium or dorma equivalent to be approved by Consultant / E,mployer

7a Hardware – Patch Fitting

Dorma or Ozen or equivalent

08 Screws G.K.W. Nettle fold or equivalent 09 Adhesive For Wood – Fevicol

For Stainless Steel – Ciba / Araldite / Fevelite For Stainless Steel – “Rouff”, Bal End-dura or Equivalent.

10 Paint ICI (Deulux – Duco) Goodlac Nerolac Asian / Berger Paints

11 Door Closure Floor Springs

Hemco / Efficient Gadget / Dorma or equivalent

Written guarantee for trouble free Manufacturer is required. Free maintenance and replacement for defects liability period is essential.

12 Soft Board Jok-Anfl Hard Board Co 13 Locks Godrej / Vijayan to be approved by the

Consultant / Employer

14 Wood Preservatives Berger Paints or equivalent to be approved by the Consultant / Employer.

15 Rubber Foam Sleep-well, Swastik, Feather Rubber Foam or equivalent to be approved by the Consultant / Employer

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16 Polyurethene Foam U-Foam or equivalent to be approved by the Consultant / Employer

17 False Ceiling /Acoustical Perforated Aluminum Concealed System and concealed

AMF / Saint Gobain or equivalent Armstrong Due Eng.

18 Gypsum Board False Ceiling

India Gypsum or equivalent

19 Pest Control Pest Control & Anti-termite treatment for complete interior work to be done by approved Contractor by Consultant / Bank

20 Melamine Polish & Polycoating

Asian Paints / ICI or equivalent

21 Wood 2nd Class C.P. Teak Wood / 2nd Class B.T.C Wood

Approved sample by Consultant

22 Fire Retarding Paint Shaffim / British / Asian 23 Vitrified Tiles RAK/ Kajaria / Nitco / Jhonson Approved sample

by Consultant 24 ACP Panel Al-Strong, Alcobond / Allu bond or

equivalent Approved sample by Consultant

25 Cement Sanitary Fittings Hindustan / Parryware / American Standard or equivalent

26 Vertical Blinds / Rollers Vista / Mac / Marvel /Hunter Duglex or equivalent approved by the Consultant / Employer


27 Ceramic Sanitary Fittings

Johnson/ RAK/ Hindustan / Parryware /Toto American Standard or equivalent

28 Glass Saint Gobian / Asahi Float glass Indian or equivalent

29 Ceramic Tile RAK / Navin / Kajaria / Jhonson / Nitco or equivalent


30 Vitrified Tiles RAK/ Kajaria / Jhonson / Nitco or Equivalent


31 Granite South Quarry Approved sample by Consultant

31 Wooden Flooring A to Z Life Style / Jalaram Approved sample by Consultant

32 Metallic False Ceiling Supersil / Armstrong Approved sample by Consultant

33 Warnish Glass Saint Gobian / Ashahi Approved sample by Consultant

34 Texturized Paint Oikas Approved sample by Consultant

36 Carpet Shaw / Melikin / Interface Approved sample by Consultant

37 UPVC Pipes Finolex/ Prince/ Supreme / Astral Approved sample by Consultant

38 CPVC Pipes Finolex/ Prince/ Supreme / Astral Approved sample by Consultant

39 Polymer Chemicals Sunanda Chemical /Resicon/ Pidilite/ Roff


40 Fiber Wrapping Sika/ Hindustan / Krishna Con.Chem Approved sample by Consultant

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SAFETY CODE 01. First aid appliances including adequate supply of sterilized dressing and cotton wool

shall be kept in a readily accessible place. 02. An injured person shall be taken to a public hospital without loss of time, in case

where the injury necessitates hospitalization. 03. Suitable and strong scaffolds should be provided for workmen for all works that

cannot safely be done from the ground. 04. No portable single ladder shall be over 8 meter in length. The width between the side

rails shall not be less than 30 cm (clear) and the distance between two adjacent rungs shall not be more than 30 cm. When a ladder is used an extra mazdoor shall be engaged for holding ladder.

05. The excavated material shall not be placed within 1.5 meters of the edge of the trench

or half of the depth of trench whichever is more. All trenches and excavations shall be provided with necessary fencing and lighting.

06. Every opening in the floor of a building or in a working platform be provided with

suitable means to prevent the fall of persons or materials by providing suitable fencing or railing whose minimum height shall be on meter.

07. No floor, roof or other part of the structure shall be so overloaded with debris or

materials as to render it unsafe. 08. Workers employed on mixing and handling material such as asphalt, cement mortar or

concrete and lime mortar shall be provided with protective footwear and rubber hand gloves.

09. Those engaged in welding works shall be provided with welder’s protective eye-

shields and gloves. 10.1 No paint containing lead or lead products shall be used except in the form of paste or

readymade paint. 10.2 Suitable face masks should be supplied for use by the workers when the paint is

applied in the form of spray or surface having lead paint dry rubbed and scrapped. 11. Overalls shall be supplied by the Contractor to the painters and adequate facilities

shall be provided to enable the working painters to wash during the periods of cessation of work.

12. Hoisting machines and tackle used in the works, including their attachments,

anchorage and supports shall be in perfect condition. 13. The ropes used in hoisting or lowering material or as a means of suspension shall be

of durable quality and adequate strength and fee form defects.

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SECTION VII

SPECIFICATION OF MATERIALS HARDWARE METALS The hardware throughout shall be approved manufacturer and supply well-made and equal in every respect to the samples to be deposited with the Consultant / Employer. The Contractor may, be required to produce samples from many different source before the Consultants / Employer takes a decision and he should allow, in his rates for doing so. Fittings generally shall have satin chrome or anodized finish, unless otherwise specified and shall be suitable for their intended purpose as per Consultant / Employer’s approval. Screws are to match the finish of the articles to be filed, and to be round or flat-headed or counter sunk as required. The Contractor should cover up and protect the Brass and Bronze surfaces with a thick grease or other suitable protective material, renewal as necessary and subsequently clean off and clear on completion. Aluminum and stainless steel shall be of approved manufacturer and suitable for its particular application. Generally, the surface or aluminum shall have an anodized finish and both shall comply with the samples approved by the Consultant. All stainless steel sheets shall be 304 S.S. Japan or equivalent with gauge as specified but not less than 16 GL. All steel, brass, bronze, aluminum & stainless steel articles, shall be subjected to a reasonable test for strength, if so required the Consultants at the Contractor’s expense. All brazing and welds are to be executed in a clean and smooth manner, rubbed down and left in the flattest and tidiest way particularly where exposed. Chromium plating shall be in accordance with BS 1224 standard or as per approved specifications for normal outdoor condition shall be on & base material of copper or brass. GLAZIER All glass to be of approved manufacture, complying with IS 3542-1966 as per approved quality and sample to be of the qualities specified and free from bubblers, smoke, wanes, air holes and other defects. Polished plate glass shall be “Glazing Glass” (G.G.) quality that for mirrors shall be “silvering quality” (S.O.) conforming to IS-3438-1965 or as per approved sample and quality. The compound for glazing to metal is to be a special non hardening compound manufactured for the purpose and of a brand and quality approved by the Consultant. While cutting glass, proper allowances to be made for expansion, each square of glazing to be in one whole sheet. On completion of work, clean all glass inside and out, replace all cracked scratched and broken panes and leave in good condition.

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PAINT & POLISHES All material required for the works shall be of specified and approved manufacturer delivered to the site in the manufacturer containers with the seals etc. unbroken and clearly marked with the manufacturer’s name or trade-mark and description of the contents and colour. All materials are to be stored on the site of the work. Spray painting with approved machines will be permitted only if written approval has been obtained from the Consultant prior to painting. No spraying will be permitted in the case of priming neither coats nor where the soiling of adjacent surfaces is likely to occur. The nozzle and pressure to be so operated as to give an even shade. The paint used for spraying is to comply generally with the specification concerned and is to be specially prepared by the manufacturer for spraying. Thinning of ready mixed paint made for brushing will not be allowed. Wood preservatives shall be Solingen or other equal and approved impregnating wood preservative and all concealed wood work shall be treated with wood preservative. All brushes, tools, pots, kettles etc. used in carrying out the work shall be clean and free from foreign matter and are to be thoroughly cleaned out before being used on a different type of class of material. All iron or steel surface shall be thoroughly scrapped and rubbed with wire brushes and shall be entirely free from rust will scale etc. before applying the priming coat. Surfaces of the wood work which is to be painted are to be rubbed down and cleaned down to the approval of the Consultants. Surfaces of previously painted wood work which are to be painted are cleaned down with soap and water, detergent solution or approved solvent to remove dirt, grease etc. whilst wet, the surface shall be flatted down with a suitable abrasive and then rinsed down and allowed to dry. Minor areas of defective paint shall be removed by scrapping back to a firm edge and exposed surface touched in with primer as described and topped with putty. Where wood work has been previously painted or polished and is to be newly polished, scraping, burning off or rubbing down of the surface shall be satisfactorily done. Surfaces of previously painted metal which is to be painted are to be cleaned down and flatted wood work. Minor areas of defective paint and any rust and loose scale shall be removed completely by chipping scrapping and wire brushing back to the bare metal and touched up with primer as described. Where glued joinery and carpentry work is likely to come in contact with moisture, the glue shall be waterproof. The use of animal glues will not be permitted. Timber is to be cut to the required sizes and length as soon as practicable after the works are begun and stored under cover so that the air will circulate freely around it. Joinery is to be prepared immediately after the placing of the contract, framed up but not bounded and stored until required for fixing in position, when it is to be bounded and wedged up. Any portions that warp of develop shakes or other defects are to be replaced before wedging up. The whole work is to be formed and finished in a proper and workmanlike manner, in accordance with the detailed drawings, and fitted with all necessary metal ties, straps belts, screws etc.

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Turning bended joints are to be cross tongued with teak tongues and where over 1 ½ thick double cross tongued, joiner work generally is to be finished with fine class prepared surfaces unless otherwise specified. Templates, boxes and molds shall be accurately set out and rigidly constructed so, as to remain accurate during the time they are in use. Grounds are to be clean free from large knots, splayed as required plugged and fixed to walls etc. at 150 centers. Wood plug are to be cut on the twist. Patent plugs or plastic filling may be in lies of wood plugs with the approval of the Architect. Block board shall be of Mysore, Anchor or P.G. Brand shelves generally shall be constructed of plywood with edging of ½ teak tongued on. One of the following I.S. specification or such approved adhesives shall be used. I.S. 851.1957 Synthetic resin adhesive for construction work in wood. I.S. 849-1957 Cold setting case in glue for wood. 01. Teak Wood Means 2nd quality C.P. Teak

Seasoned Kiln dried, moisture content less than 12% free from worm holes, loose or dead knots or other defects such as warping, splitting, chemically treated with wood preservatives of approved manufacturer.

02. Plywood Plywood shall be closed grain weather proof ply. It will

be phenol bonded plywood shall be complying to IS- 303-1960

03. Block Board Block board to comply with IS-1659. 04. Particle Board Complying with IS code No. 1734-1966 Board (Exterior Grade) Teak particle board shall have phenol bond and will comply with IS 3478 05. Veneer Veneer to have straight grains and will be selected from

matching group. Veneer to comply with IS-1328-1930. Anchor brand of Indian Plywood or equivalent.

06. Laminate Laminate should be 1.00mm thick from Formica (Standard Range

Deco-lam) Super Range / Formica / Royal Touch / Sunmica / Merino / Century / Archid or equivalent approved by Consultant / Employer

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PLUMBING WORK

SANITARY SYSTEMS

1.0 SCOPE

1.1 Scope of work covers supply, installation, testing and commissioning of:

i) Sanitary ware

ii) Chromium plated (CP) fittings

2.0 STANDARDS

2.1 All sanitary ware shall generally conform to IS: 2064 & IS 2556 Ref ISCDR-08 unless stated otherwise.

3.0 MATERIALS

3.1 General

3.1.1 All sanitary ware and CP fittings shall be new and of approved make, type and colour. All samples of materials with catalogues, performance data, shall be submitted and got approved before use on the work.

3.1.2 In cases where the materials are supplied by the clients, all such materials shall be inspected and received in good condition and thereafter, it will be totally under the safe custody of the contractor till they are handed over satisfactorily after installation, testing and commissioning.

3.1.3 Wherever multiple choices of fixtures are offered, the client shall have the final choice.

3.1.4 All fixtures shall be complete with all accessories as required for the working of the said fixture as specified.

3.2 Indian W.C / Orissa W.C

3.2.1 Indian W.C / Orissa W.C shall be in glazed vitreous chinaware (colour choice as per client). The W.C shall be provided with a 100 mm white vitreous chinaware P or S trap with or without vents as required.

3.2.2 Each W.C shall be provided with an exposed or concealed type CP brass flush valve or flushing cistern.

3.3 European W.C

3.3.1 European W.C shall be wash down or symphonic, floor or wall mounted in white or colour glazed vitreous chinaware with integral P or S trap as required. Wall hung W.C shall be supported by C.I or G.I floor mounted chair. The W.C shall be provided with an exposed or concealed type brass flush valve or flushing cistern as specified in the schedule of work.

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3.3.2 Each W.C shall be provided with a solid plastic seat. The seat shall be fixed to the W.C with acrylic pillar bar hinges. PVC / Rubber buffers shall be provided for the cover.

3.4 Urinals

3.4.1 Urinals shall be lipped type large flat back in white or colour glazed vitreous chinaware of size shown in schedule of work.

3.4.2 Urinals shall be provided with:

i) 15 dia spreader

ii) 32 dia CP dome waste

iii) 32 dia CP P-trap (50 deep) with unions.

iv) CP wall flange and pipe up to the wall

All exposed pipes and fittings shall be of C.P brass. The urinals shall be fixed with C.P brass screws. CP bottle traps may be used only with the approval of the Engineers-in-charge.

3.4.3 Urinal flushing shall be through one of the following methods as specified in the schedule of work: (Sizes as per Ref Specs Vol-2, 17.4).

i) Small urinal flush valve with push button.

ii) Auto flush valve with DC long life battery or AC supply.

Auto flush shall be concealed in wall and flush pipe shall be of copper or G.I except the exposed parts which shall be C.P brass.

3.4.4 Waste pipe for urinals shall be any one of the following: -

a) G.I pipes, heavy quality as per I.S 1239

b) Lead pipes

c) Copper pipes

as specified in the schedule of work or shown on drawings.

3.4.5 Wash Basin

3.5.1 Wash basins shall be white or color glazed vitreous chinaware synthetic or polymarble or any other material and of size, shape and type specified in the schedule of work.

3.5.2 Each basin shall be complete with:

i) C.I or galvanized steel supporting brackets & clips as required.

ii) 32 dia CP waste and overflow.

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iii) Pop-up waste or rubber plug with CP chain as specified.

iv) 32 dia CP P-trap with (50 deep) cleanout, unions, CP pipe to wall and wall flange

v) 15 dia CP control angle valve/s with CP connections.

vi) Mixing or CP fittings as specified in the schedule of work.

3.6 Sinks

3.6.1 The sink shall be of size specified in the schedule of work with glazed vitreous chinaware or stainless steel as specified.

3.6.2 Each sink shall be complete with:

i) C.I or galvanized steel brackets & clips as required.

ii) 40 dia waste fitting with brass/rubber plug & chain.

iii) 40 dia P-trap (50 deep) with clean out, unions, CP pipe to wall & wall flange.

iv) 20 dia CP control valve/s with CP connections.

v) Mixing or CP fittings with spout as specified in the schedule of work.

3.7 Bath tub

3.7.1 Bath tub shall be polymarble /synthetic marble or reinforced acrylic or pressed steel stove enameled as specified in the schedule of work.

3.7.2 Each bath tub shall be complete with

i) 40 dia CP waste fitting

ii) Pop-up or CP brass plug with chain.

iii) 40/50 dia P or S trap

iv) Supply fittings shall consist of:

a) One or two CP brass pillar taps with hot & cold mixer diverter and spout with/without hand shower.

b) One single lever mixing fitting and spout with diverters for shower and / or hand shower.

c) A manual shower set with one or two CP brass stop cocks exposed or concealed and a high pressure shower head of approved make.

All as specified in the schedule of work.

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4.0 INSTALLATION

4.1 All sanitary ware and CP fittings shall be installed in accordance with the interior requirements. Neat workmanship and maintaining exact position and level of each fixture shall be the objective of the installation. Care shall be taken to fix inlet and outlet pipes at correct positions. Faulty positioning shall be made good without any damage to the finished floor or wall tiling and any damage to the finished surfaces shall be made good at the contractor’s cost.

4.2 In order to ensure quality of workmanship and compliance with interior requirements, one or two mock-up installations shall be done and got approved. Fixtures used in the mock-up may be reused with the approval of the Project Architect / Engineer.

4.3 All fixing accessories like bolts, nuts, brackets etc. may be supplied along with the ware as defined in the mode of measurement and schedule of work. All such accessories shall be CP brass or galvanized or stainless steel as approved by the Project Manager. All exposed pipes, fittings, bolts & nuts shall be of CP brass.

4.4 The Indian W.C shall be fixed to level in a neat workmanlike manner. The W.C and trap shall be set in brick bat 1:2:4 concrete mixes. Joints between W.C and flush pipe shall be made with a putty or white lead and linseed oil and caulked well or with approved rubber joints. The joint between W.C and trap shall be made with 1:1 cement mortar and shall be rendered leak proof.

4.5 The Orissa W.C shall be fixed in level in a neat workmanlike manner. The W.C & trap shall be set in brick bat concrete 1:2:4. Joint between W.C & flush pipe shall be made with putty of white lead in linseed oil and caulked well or with approved rubber joint. Joint between W.C & trap shall be made with 1:1 cement sand mortar and shall be rendered leak proof.

4.6 Wall-hung European W.C shall be mounted on C.I chairs which are fixed to the floor using anchor fasteners. The bolts and nuts used for fixing the chairs shall be stainless steel and the fixing bolts for the W.C and chairs could be CP brass or stainless steel. Floor-mounted W.C shall be fixed with anchor fasteners using stainless steel CP brass bolts and nuts. The gap between the WC and floor or wall shall be neatly sealed with water proof non-hardening sealant of approved type and colour. The sealant should not protrude beyond the foot print or WC outline.

4.7 All W.C’s shall be aligned and leveled with the floor and wall tiles so as to present an integrated look. Utmost care and skill shall be exercised to achieve a good installation in keeping with the interior designs.

4.8 Urinals shall be fixed to the wall using CP brass bolts and nuts. The urinals shall be held in line and level according to the interior designs and tile modules. Partitions, wherever required to be provided, shall also maintain line and level as shown on drawings and as required. Supply spreader and drain piping and P-trap shall be of CP brass and installed in a neat and workman like manner. No unseemly bends or wooden support pieces shall be permitted.

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4.9 Wall-mounted wash basins and sinks shall maintain line and level as specified by the interior drawings and also with the tile modules. The supply connections shall be of CP brass from the angle stop valves to the pillar taps or single lever fixture and shall display good workmanship. Drain connections shall have a CP P-trap with unions and exposed CP drain pipe and a wall flange or escueheon. In the case of counter mounted basins and sinks extreme care shall be taken to independently and adequately support the basin and aligning with the opening in the counter slab. Supply and drain connections shall be same as for wall mounted basins. The crevices between basin and wall or counter shall be neatly sealed with a non-hardening sealant of approved.

4.10 Bath tubs shall be fixed true to level and firmly fixed to anchors or supports provided by the manufacturer. Bathtub flanges shall be truly aligned with the wall on all the sides so as to make a watertight joint. Sealants if any used for edge ceiling shall be non-hardening type. Bath tubs shall be sloped 1:30 towards the drain.

4.11 All accessories like the mirror, soap trays etc. shall be neatly fixed as per interior designs. Good workmanship is the essence of all sanitary installation for achieving the interior design objectives.

4.12 During the construction period, the contractor shall protect all the sanitary fixtures from damage due to accidental or even intentional mechanical impact with hard objects and also misuse and vandalism.

5.0 TESTING AND ACCEPTANCE

5.1 The sanitary fixtures form the final terminal units of the water supply and drainage system and should meet the performance needs as a terminal unit. Each fixture shall be inspected for scratches or chippings and alignment before acceptance.

5.2 The following design flows shall be verified and validated for acceptance. W.C Flush valve Provide test 32 dia

valved connection at the lowest floor & highest floor.

Flushing cistern Fill time between two consecutive flushes. 2 minutes

(5+/-0.5 for 5 liters capacity in 3 sec & 10+/- 0.5 for 10 liters capacity in 6 sec). Lavatory Basin

(CW/HW) Pillar taps) or )

Single lever) fixture )

15 lpm max. 10 lpm min

Full basin drain time 3 min. To be measured & validated.

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Sink

(CW/HW) Pillar taps)

or )

Single lever fixture )

15 lpm max.

10 lpm min

Full basin sink time ) 3 min. To be measured& validated.

Bath tub Faucet (CW/HW) Shower

20-30 lpm 20-30 lpm

Full tub drain time 10 min. To be measured& validated.

All tests shall be conducted at each and every fixture except for flush valves which shall be at the lowest and highest test connections to be made on each riser/down take. The contractor shall make the temporary valve connections which shall be plugged with a brass plug after validation.

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B. WATER SUPPLY SYSTEM

1.0 SCOPE

1.1 The scope of work shall cover supply, installation, testing and commissioning of water piping required in but not limited to the following applications wherever they come up and shall meet the intents of these specifications.

i) Cold, hot and Flush Water distribution piping.

ii) Connections to sanitary ware, kitchen and other equipment etc.

iii) Municipal water connection including meter connection.

iv) Secondary storage tanks, if any.

v) All valves, masonry valve chambers etc.

vi) Pipe inserts in walls & storage tanks.

vii) All inserts and vents for underground and overhead storage tanks.

2.0 STANDARD

2.1 The following standards shall be applicable as revised upto date: 1) IS 2065 Code of practice for water supply in

buildings. 2) IS 1239 Part 1 & Part 2 Steel tubes & tubular and fittings 3) IS 778 Gun metal gate, globe and check valves for

water steam and oil. 4) IS 1703 High pressure ball valves 5) IS 781 Screw down Bib taps and stop cocks 6) IS 1879 (Part I to X) Malleable iron C.I. fittings 7) IS 1536 Centrifugally cast iron pressure pipes for

water, gas and sewage. 8) IS 1538 Cast Iron fittings for pressure pipes for

water, gas and sewage. 9) IS 4984 High density Polyethylene pipes for potable

water supplies, sewage. 10) IS 4985 Unplasticized PVC pipes for potable water

supplies. 11) IS 7634 Code of practice for plastic pipe work for

portable water supplies.

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3.0 MATERIALS

3.1 General

3.1.1 All materials shall be new of the best quality conforming to the specifications. Where different makes are specified, the choice of make shall rest with the client.

3.1.2 All samples of materials with necessary catalogues, performance data shall be submitted and got approved before use on the work.

3.2 Steel Pipes & Fittings

3.2.1 All steel pipes shall be heavy quality galvanized steel tubes conforming to IS 1239 for sizes upto 150 dia.

3.2.2 Fittings shall be malleable cast iron fittings of approved make conforming to IS 1879 (I to X). All fittings shall have manufacturer’s trade mark stamped on it. Fittings shall include couplings, bends, tees, reducers, nipples, union, bushes etc. All fittings shall be suitable for the class of pressure of the piping system.

3.2.3 Flanges shall be steel screwed type conforming to IS 6392 and the pressure class of the piping system. Flanges should mate with equipment or valve flanges as the case may be and shall be complete with bolts and nuts and gaskets suitable for the temperature and pressure of water in the system concerned. Gasket selections shall be got approved before use and samples of approved gaskets shall be put on display.

3.3 Cast Iron Pipes & Fittings

3.3.1 Cast iron pipes shall be of ‘LA’ class conforming to IS 1536 suitable for lead jointing with spigot and socket joints and if flanged they shall be ‘A’ class conforming to IS 1537. Pipes shall be in maximum lengths available.

3.3.2 Fittings shall be of the class required conforming to IS 1538. If spigot-socket, they shall be suitable for lead jointing.

4.0 PIPE INSTALLATION

4.1 General

4.1.1 Shop drawings for the routing of pipes shall be prepared generally on the basis of layout drawings issued. The shop drawings shall reflect the site conditions, structural beams and columns, obstructions by way of any construction elements or any other service pipes, ducts etc. The drawings should clearly indicate openings required in brick or concrete walls, drain valves at low points, air valves at high points, isolating valves, if any, and invert levels at every 15m intervals. The drawings should also indicate typical details of hangers, supports, brackets etc. After approval of the drawings, pipe routes shall be marked with a distinct colour of paint on the site and got it approved by the Project Architect/Bank.

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4.1.2 All openings and chases in brick walls shall be made neatly and refilled to a reasonable finish. However, final finishing will be done by the civil contractor. Openings in concrete walls or floors shall, however, be made only with the approval of the Architect/Bank. All such openings for pipe penetrating shall be core-drilled and pipe penetrations, through wall or floor, shall be sealed with an approved non-fire resistant sealant

4.1.3 Good workmanship and neat pipe layout are the prerequisites of these specifications. Horizontal pipes shall be truly horizontal with necessary slopes and hangers or supports as specified and shown on drawings. Vertical pipes shall be truly vertical and shall be laid away from the walls at least by 10mm or as required by the Project Architect / Bank. All pipe runs shall be parallel to the ceiling or walls for presenting a neat appearance. Pipes buried in wall shall be laid in machine-made chases with galvanized steel anchors and shall be protected with polythene – faced – Hessian tape & bitumen.

4.1.4 All pipes before and after testing shall be protected with wooden or brass plugs to prevent ingress of dust, sand or any extraneous matter.

4.2 Pipe supports; hangers & clamps

4.2.1 Pipe supports, clamps, suspenders shall be pre-fabricated and galvanized (after fabrication). The support systems shall generally follow the types specified under “PIPE SUPPORTING SYSTEMS”. Application of support systems shall follow the guidelines in the above specifications. Any other types of support, suspension or clamping to meet the site conditions shall be got approved before use.

4.3 Cast Iron Piping

4.3.1 Cast iron piping shall be used largely for underground piping. Where it is used over ground, the pipe installation shall follow the specifications for galvanized steel piping except that the support spacing shall be as shown in section “PIPE SUPPORTING SYSTEMS”.

Supports and suspenders shall be at the joints and shall be robust enough to withstand caulking.

4.3.2 Joints shall be spigot and socket or double flanged. Spigot and socket joints shall be lead filled generally as specified for cast iron underground drainage piping while flanged joints shall have a non-asbestos gasket of approved make and type.

5.0 ACCEPTANCE, TESTING & COMMISSIONING

5.1 Before testing and commissioning, water shall be filled and circulated through the piping system and flushed out to ensure clean piping. Entire piping installation with all valves fully open, except the terminal fixture valves shall be subjected to a hydraulically test pressure whichever is higher of the following:

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i) 2 times the dynamic head of the pump plus the gravity head of an overhead storage or pressure tank.

ii) 2.5 times the no-delivery head (head developed when the discharge valve is closed) of the pump.

5.2 The test shall be for the entire water supply system and shall hold for a minimum of 3 hours without loss of pressure. During the testing period, the contractor should walk along the entire piping system along with the Project Architect / Engineer and validate that there are no leaks anywhere in the system. Such validation shall be carried out segment by segment and recorded. Should there be any leaks in any segment, the system shall be drained, leaks attended and tested once again as above till the entire piping system is rendered leak-tight and acceptable.

* * * * *

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C. INTERNAL DRAINAGE SYSTEMS

INTERNAL DRAINAGE SYSTEMS

1.0 SCOPE OF WORK

1.1 The scope of work shall cover:

i) Soil and waste drainage piping including:

a) soil, waste and vent stacks.

b) connections to sanitary ware

c) waste connections to kitchen, laundry, other appliances, floor traps etc.

d) connections to Sewage Treatment Plant and External Sewerage system

ii) Storm water drainage piping including

a) roof drainage

b) storm water down takes & catch basins

c) connections to external storm water drainage system.

d) making water harvesting percolation pits.

2.0 STANDARDS

2.1 All materials and the installation shall meet latest of the following standards:

1) IS : 3989 Centrifugally cast iron pipes 2) IS: 6163 Centrifugally cast low-pressure iron pipes 3) IS : 1536 Centrifugally cast iron pressure pipes 4) IS : 1726 CI manhole frames & covers 5) IS : 5329 Code of Practice for Sanitary pipe work 6) IS : 3114 Code of practice for laying of cast iron pipes 7) IS : 1239 Steel tubes & tubular 8) IS : 1879 Malleable iron CI fittings 9) IS: 13592 PVC Pipes

3.0 MATERIALS

3.1 General

3.1.1 All materials shall be new and of the best quality conforming to the specifications. Where different makes are specified, the choice of make shall rest with the consultants.

3.1.2 All samples of materials with necessary catalogues and performance data shall be submitted and got approved before use on the work.

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3.2 Cast Iron Pipes & Fittings

3.2.1 Cast iron pipes shall be centrifugally cast low pressure cast iron spigot and socket pipes conforming to Indian Standards specified and generally meeting the following:

Nominal Diameter

Inch (mm)

Thickness (mm)

Weight of 1.80m length

(Kg)

Internal Diameter of socket

(mm) 50 3.5 8.4 73 75 3.5 12.5 99 100 4.0 18.8 126 150 5.0 34.9 178

Acceptable tolerance for pipes to IS 3939 and IS 1729 shall be as follows

a) Wall thickness -15 %

b) Length +/-20 mm

c) Weight -10 %

All joints shall be with lead caulking.

3.2.2 Centrifugally a cast low pressure iron pipe without sockets (socket-less) shall generally follow requirements of IS 6163. Fittings shall be socket-less and all joints shall be with a synthetic rubber sealing collar with a stainless steel clamp with two S.S bolts for application of uniform pressure. All materials shall be from approved manufacturers.

3.2.3 Wherever specified centrifugally cast pressure pipes of ‘LA’ class shall be used. The pipes and fittings shall conform to IS 1536. Fittings shall be spigot and socket type suitable for molten lead caulking. Where necessary flanged pipes and fittings may be used with a teflon gasket.

3.2.4 Fittings shall be cast iron compatible with the pipes used. Tees, bends, crosses and other specials shall have easy sweep as specified. Cleaning eyes shall be provided wherever required and shall be complete with a sealing gasket and suitable bolts. Cleaning eyes should not be along the flow (such as bends) but behind (such as Y or T).

3.3 Steel Pipes and Fittings

3.3.1 Steel pipes shall be galvanized heavy quality tubes to IS: 1239. Fittings shall be galvanized malleable iron conforming to IS: 1879 (i to x). Fittings shall include long radius bends, tees, reducers, unions etc.

3.4 PVC Drainage Systems

3.4.1 PVC drainage piping shall be factory made complete systems of any approved makes with all the fittings. The pipes and fittings shall meet with the following specifications:

Pipes : IS: 13592

Fittings : BS: 4574 DIN 19531

3.4.2 All joints shall be snap fit type with rubber ring and shall always produce a 100% water tight joint. Pipe and fittings shall be suitable for the snap fit joint.

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3.5 Traps & Seals

3.5.1 All traps shall be self-cleaning and the material and the seal depth shall be as specified below wherever the traps are not integral with the appliances or ware.

Appliance or ware Trap Material Type Seal depth

(mm) Lavatory/Wash basin (1) CP brass P 50 Sinks (1) CP brass P 50 Floor drain Cast Iron built-in P or S 50 Kitchen Floor drain or fabricated drain boxes

Fabricated Stainless Steel (built-in)

P 50

Urinals (1) C P brass P 50 Fan Coil Units Galvanized steel or PVC P 25 Air Handling Units Galvanized steel or PVC P 50 (All P-traps shall have cleaning eye or other cleaning facility) Roof Drain outlet Cast iron - - Plant room floor drains Cast iron/ fabricated

Steel - -

Bottle type traps shall be used only with the approval of the engineer.

Any other appliance shall have an appropriate trap as specified by the Engineer-in-charge or as required.

3.5.2 All floor drains shall be cockroach proof covered with perforated stainless steel grating of size specified or required. Roof drain outlets shall have dome grates unless specified otherwise. Plant room floor drains shall have cast iron or fabricated steel grating.

3.6 Cleanouts

3.6.1 Cleanouts other than those integral with the fitting, shall be of brass and screw down type. Wherever cleanouts are required in cast iron piping, galvanized steel adaptor shall be provided as part of the cleaning system. Cleanouts shall be accessible from the floor served.

4.0 DRAINAGE SYSTEM INSTALLATION

4.1 General

4.1.1 Shop drawings for the routing of pipes shall be prepared generally on the basis of layout drawings issued by the consultants. However, the drawings shall reflect the site conditions, structural beams and columns obstructions by way of any construction elements or any other service pipes, ducts etc. The drawings should clearly indicate openings required in brick or concrete walls and invert levels at every 15m intervals. The drawings should also indicate typical details of hangers, supports, brackets etc. After approval of the drawings, pipe routes shall be marked with a distinct colour of paint on the site and got it approved by the Project Manager / Engineer- in - charge.

4.1.2 All openings and chases in brick walls shall be made neatly and finished with plaster on chicken mesh but the final, finish will be by others. Openings in concrete walls shall, however, be made only with the approval of the Project Architect/Engineer. Pipe penetrations, through wall or floor, shall be sealed with an approved fire resistant sealant.

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4.1.3 Good workmanship and neat pipe layout are the prerequisites of these specifications. Horizontal pipes shall be truly horizontal with necessary slopes and hangers or supports as specified and shown on drawings. Vertical pipes shall be truly vertical and shall be laid away from the walls at least by 50mm or as required by the Project Architect/Bank. All pipe runs shall be parallel to the ceiling or walls for presenting a neat appearance. Pipes buried in wall shall be laid in machine-made chases with galvanized steel anchors.

4.1.4 All pipes before and after testing shall be protected with wooden or brass plugs to prevent ingress of dust, sand or any extraneous matter.

4.2 Pipe supports; hangars & clamps

4.2.1 All pipe supports, hangers & clamps shall be standard pre-fabricated galvanized (after fabrication) units. Pipe supports shall generally follow the types specified under “PIPE SUPPORTING SYSTEMS” and the associated drawings. Any other type of support, suspension or clamping to meet site conditions shall be got approved before use.

4.3 Soil & Waste Piping

4.3.1 Horizontal pipes shall be suspended from the structural ceiling slab or wall brackets at centers specified in the section “Pipe Supporting Systems”.

Pipes shall be laid to an optimum slope of 1 in 60 as far as possible. A liberal provision of easily accessible cleanouts shall be made on all horizontal pipes. Cleaning facility shall preferably be from the floor above the ceiling slab for all under floor installations. Where horizontal pipes are laid in a sunken floor slab, adequate slopes shall be achieved through galvanized saddles or cement mortar bedding. All such pipes, after testing, shall be covered with and set in cement concrete (1:2:4) so that the pipes are not disturbed during the filling up of the sunken floor.

4.3.2 Vertical stacks shall be truly vertical and parallel to the wall and supported on saddles so that the pipes are at least 50mm away from the finished surface. Branch pipe connections shall be aligned with the bend or tee on the stack. Where the vertical stack meets the horizontal run or a manhole, a 45o tee connection with a cleanout shall be employed to facilitate smooth flow and easy cleanability.

4.3.3 Cast iron spigot and socket pipes and fittings shall be jointed through lead caulking. The annular space between the socket & spigot will be first well packed with bitumen-soaked spun yarn and dried, leaving the required space for lead. The joints may be headed by wrapping a ring of hemp rope covered with clay around the pipes at the end of the socket, with a hole through which molten lead shall be poured in. Lead used shall conform to IS 782. The joint shall be filled in one pour only. Before caulking the overflow of lead shall be removed by chiseling. The joint shall then be caulked all-round with proper caulking chisel and hammer weighing 1 to 1.5 Kg in such a manner as to make the joint neat and flush with the socket and totally water and air tight.

4.3.4 Cast iron socket-less pipes shall be joined by using rubber/neoprene sealing tube and a stainless steel clamp with two bolts. All materials and method of jointing shall strictly conform to manufacturer’s standards and recommendations.

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4.3.5 Galvanized steel drain piping shall be used except when exposed for appliances, wash basins, sinks, bath tubs etc. using screwed malleable galvanized fittings with approved sealants. Elbows may be avoided as far as possible and long- sweep bends are preferred for smooth flow. Joints between the galvanized steel pipe and cast iron shall be done through appropriate fitting and lead caulking as shown on drawings or as instructed by the Project Manager / Engineer – in charge. Exposed pipes shall be CP brass.

4.3.6 Where specified, lead pipes may be used for waste, vent and WC connections. Pipe size shall be as shown on drawings or as required for the appliance. Lead pipes shall be straightened by wooden mandrels and bent to shape by dry sand filling. Joints of lead pipes shall be wiped solder joints. The pipe ends to be jointed shall be cleaned with a wire brush and freed from oxide if any. Chalk shall then be rubbed to kill the greasy nature of lead. After this plumber’s black shall be applied. A fine shaving of lead shall be removed from this with shave hook. Mutton tallow shall then be smeared over the prepared surface. The molten solder, and alloy composed of 3 parts of tin and 7 parts of lead shall be poured in a thin stream from a ladle moved in an elliptical direction over the joint position including a portion of the pipe at each end beyond the mark. When sufficient solder has been poured the joint shall be wiped with pad of wiping cloth with long continuous movements in one direction only so as to leave a neatly formed elliptical shaped joint. Surplus solder remaining on the joint shall be removed. The joint shall be water tight, air tight and shall be free from burrs, strings or droppings and shall be 60 to 90mm in length depending on the pipe diameter.

4.3.7 Joint between lead pipe and cast iron pipe or stone ware pipe shall be made as follows:

One end of a brass thimble shall be slipped into or over the lead pipe and jointed to it by means of a wiped solder joint. The other end of thimble shall then be inserted into the socket of the cast iron or stone ware pipe. In case of cast iron the joint shall be made with molten lead and in case of the stone ware the joint shall be made with cement mortar 1:1.

4.3.8 Where specified, PVC pipes may be used for waste, vent and WC connections. Pipe size shall be as shown on drawings or as required for the appliance. Pipe connection to the cast iron piping shall be through appropriate adapter.

4.3.9 All pipes shall be fixed in a gradient towards the outfalls of drains. Pipes inside a toilet room shall be in chase unless otherwise shown on drawings. Where required, pipes may be run at ceiling level in suitable gradient and supports as shown in the section “PIPE SUPPORTING SYSTEMS”.

4.3.10 Cast iron floor drains shall be set in 1:2:4 cement concrete. Kitchen floor drain boxes shall be as shown in drawings and kept flush with the finished floor. The drain boxes shall have a minimum of 50mm water seal and a suitable perforated grating. Drain boxes shall be connected to the cast iron drain piping through a flanged galvanized steel drain connection.

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4.3.11 All waste connections shall have the following minimum sizes:

Appliance Diameter (mm) Wash basins 32

Sinks 50

Urinals 50

Bidets 32

Shower trays 40

Bath tubs 50

Floor drains 65/75

4.4 Vent Piping

4.4.1 Building vent stacks shall be not less than 75mm dia. Where the vent stack becomes one with the main soil or waste stack the main stack size shall not be reduced. Vent connections on any branch waste drain line shall be at least two thirds the diameter of the branch drain subject to a minimum of 25mm. Vent connection to a soil drain line shall be a minimum of 32mm dia. Vent connections shall be as near to the crown of the trap as possible.

4.4.2 No water shall enter vent lines. Vent lines shall be laid vertically terminated at least 150mm above the open-to-air roof. Vents may be connected back to the waste or soil stack above the highest appliance connection and the said stack extends beyond the roof by at least 150mm into the air.

4.5 Cleaning plugs

4.5.1 Cleaning plugs shall be easily accessible and convenient for rodding. Such plugs shall be liberally provided so that the entire drainage system could be easily cleared of all possible chokes. All clean outs shall be behind the flow and as far as possible, plug bends may be avoided. In the case of under slung drainage systems, the clean outs should be on top of the floor and NOT under the floor.

5.0 ACCEPTANCE, TESTING & COMMISSIONING

5.1 Pre-commissioning checks

5.1.1 A walk-through inspection shall be carried out and the following checks made:

i) Layouts are according to the drawings and identify variations.

ii) Material used are as specified, new and as per approved samples.

iii) All fixtures viz. suspenders, brackets, clamps etc. are adequate and firmly fixed and spaced as specified.

iv) Cleaning eyes are duly plugged and are easily accessible.

v) No visible damages or cases of bad workmanship.

vi) Check water seals in traps by discharging adequate number of appliances.

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5.1.2 During construction, the piping shall be tested in sections so that the maximum static head of water is not more than 4.5m. All such sectional tests shall be witnessed and signed by the Engineer-in-charge. Records of these tests shall form the Acceptance Test documentation.

5.1.3 An air test shall be conducted as specified in IS: 5329 with a test pressure of 50mm water gauge. If the pressure is not holding, then a smoke test shall be conducted through a smoke generator to track down the leaking points. After attending to the leaks, the piping shall be air tested again.

5.1.4 Hydraulic Performance Tests shall be conducted on each stack by simultaneous release of water through various appliances like WC’s and bathtubs to ensure water sealing of traps.

* * * * *

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FLOORING WORK

1.0 GENERAL

1.1 INDIAN STANDARDS

Indian and other international standards followed for this section shall be as listed below. In case any discrepancies or ambiguities noticed it shall be brought to notice of the Bank/ Architect and clarification/confirmation sought. His decision shall be final. However as general rule more stringent specifications shall be followed.

(1) IS 269 Specification for ordinary and low heat Portland cement.

(2) IS 383 Specification for Coarse and fine aggregates from natural sources for concrete.

(3) IS 8042 Specification for white Portland cement

(4) IS 8112 Specification for 43 grade ordinary Portland cement

(5) IS 1489 Specification for Portland pozzolana cement

(6) IS 12118 Specifications for two parts polysulphide based sealants: Part 1 General requirements.

(7) IS 15622 Pressed Ceramic tiles – Specification

(8) IS 3812 Specification for fly ash use as Pozzolona and admixtures

1.2 Quality Assurance

1.2.1 Cement used on site shall be from all leading manufacturers having minimum 5 years of experience of manufacturing and confirming to IS.

1.2.2 Stones received shall be from approved quarries and of approved lot.

1.2.3 Tiles manufacturer shall confirm that material is as per specification and within acceptable tolerances. Tiles shall be of one production run, of consistent quality, appearance and physical properties.

1.2.4 The contractor shall procure mortar, grout etc. of approved quality design and standard and he will not change source of supply without written permission and with revised samples being approved.

1.3 Submittals

1.3.1 The contractor shall submit manufacturer's each product data sheet covering technical literature and test certificates of independent laboratories.

1.3.2 The contractor shall submit comparative statement showing what is specified and what is proposed by him.

1.3.3 The contractor shall prepare shop drawings for layouts based on architectural concept drawings. Drawings shall include

� Detail plan with material & sizes of each element including joint widths.

� Pattern to full scale with assembly details at each location for each type.

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� Details shall show expansion, contraction, control and isolation joints in substrate and finished surfaces.

� Method of fixing.

1.3.4 Samples

a) Full size tile samples 3 nos. each with colour, design as specified with manufacturer's catalogue.

b) Also special shade, shop samples if any for tiles and stone shall be submitted

c) Grouting material proposed with technical literature.

d) Sealants if proposed to be used.

e) Edging, expansion etc. special strips to be used.

1.4 Mockups

Prepare and install mockups for floor and wall as per drawings. Mockups may be part of completed work if undistributed.

1.5 Delivery, Storage and Handling

1.5.1 Material received at site shall be with original packing and labeled. It shall be intact till issued for use of site.

1.5.2 Store all material on elevated platform under cover at dry location and safe from damage.

1.5.3 All flooring laid shall be protected till handing over, by POP laid on plastic sheet.

2.0 MATERIAL

2.1 Cement

2.1.1 Cement shall be ordinary Portland cement / Portland pozzolana cement (Fly ash or Blast furnace slag blended) conforming to IS and shall be of grade 43 or 33 or as directed by EIC.

2.2 White cement

White cement shall be conforming to IS 8042.

2.3 Lime

2.3.1 Lime shall conform to IS 712. Field slaking shall be done as per IS 1635 code of practice for field slaking of lime and preparation of putty.

2.3.2 Lime shall be filled in bags and stored safely in weather- proof sheds. It shall not be stacked against the walls of the shed. It should be used as soon as possible.

2.4 Sand

Sand shall conform to IS 1542 specification for sand for plaster. For white or coloured renderings, only quartz or silica sand shall be used. For textured finishes produced by treatment of freshly applied final or finishing coat with a tool coarser, particles used shall be screened through 3.35 mm IS sieve or 2.36 mm IS sieve. For torn texture a slightly larger portion of material coarser than 4.75 mm IS sieve shall be used.

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2.5 Water

2.5.1 Water used for mixing and curing shall be clean, reasonably clear and free from objectionable quantities of silt, oils, alkalis, acids, salts so as not to weaken mortar.

2.5.2 Water tested shall be in accordance with IS 3025. Maximum permissible limits of deleterious materials in water shall be as given in IS 456 in table “Permissible Limits for Solids (in water).

2.6 Pigments

Coloured cement may be either ready-mixed material or may be obtained by mixing pigments and cement at site. The pigments to be mixed with cement shall conform to IS 2114 code of practice for laying in-situ Terrazzo Floor Finish.

2.7 Vitrified tiles

Tiles shall be of specified size and make or equivalent. Tiles shall be free from cracks, crazes, spots, chipped edges and corners. Variation in size shall be limited to + 1.5mm. Thickness shall be as specified in Bills of Quantities, but in no case shall they be less than 6 mm.

2.8. Stone for flooring

The kota/Granite/ Marble or any other stone used shall be as approved by the Bank /Architect and shall be hard, sound, free from cracks, cavities, holes, patches of injurious veins, weathered portions, flaws, etc. For fair representation, 4 Nos. of 300 x 300 mm sized pieces shall be submitted for approval. Material received shall conform to the said approval group of 4 stones and no other type shall be accepted. Colour, grain, vein, etc. must conform to the approved sample only. Size and thickness shall be as specified. The stone may be ordered in various sizes to suit the pattern selected by the Bank /Architect. Required pattern matching of stone shall be carried out by the contractor while cutting the stone.

2.09 Adhesives

Adhesive shall be cement based and shall conform to IS and/or international standards. These shall be as recommended by the tile manufacturer and as approved by the Bank /Architect.

Use non-flammable carpet adhesives as recommended by approved manufacturer / Bank /Architect.

2.10 Grouts

Readymade approved grouts as specified shall be used. Unsanded grout shall be upto 3mm joints and sanded grouts wide joints. Grouts may be

� Standard cement grout

� Polymer modified grout

� Chemical resistant

� Water cleanable

� Epoxy grout

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2.12 Sealants

Sealants shall conform to Indian or International Standards and shall be as specified and approved by the Bank /Architect.

Polysulphide, silicon, urethane, and chemical resistant etc. one part or multi part section shall be of approved manufacturer and shall be used as per direction of manufacturer.

It shall be stored in dry, ventilated store within specified temperature range. Use shall be well within its shelf lift.

2.13 Cleaner

A neutral cleaner capable of removing oil and residue without harming stone, tile, grout surfaces as recommended by manufacturer of tile, grout shall be used.

3.0 Marble /Granite Stone floor

3.1 Machine cut stone slabs shall be of specified thickness. Colour shall be uniform and the slabs free from all defects. Stone used at site shall be machine-cut.

3.2 In machine-cut tiles, edges shall be protected from any damage in transit. No breakage shall be permitted. All edges shall be sharp, perfectly rectangular. Edges shall be pencil- rounded and polished for exposed corners and faces.

3.3 Laying of stone

Cleaned stone shall be laid over IPS Screeding using approved quality compatible Adhesive of thickness as required and directed by approved manufacturer / Bank /Architect.

Joints shall be as thin as possible and limited to 1-2 mm at the maximum.

Laying shall start after due consideration is given to following points and approved by the EIC.

1) Datum levels of floors in rooms, adjacent rooms, passages, etc.

2) Stones in openings and doors are equally placed.

3) Passage may be laid first to achieve evenness in doors.

4) Stones in room shall be symmetrical and equal cut tiles shall be around the edges.

5) In case of differently coloured stones in passages and rooms, a dividing strip shall be provided and changeover of colour shall be under the shutter.

6) In case there is any other architectural or structural feature, the same shall be considered and the pattern adjusted accordingly.

7) Stones may be allowed to go under plaster or dado about 10 mm.

3.4 After the stones are laid, surplus cement slurry from the joints shall be cleaned. The following day the joints shall again be cleaned, washed and wire brushed.

Grouting of joints shall be carried out with unsanded readymade grouts gray cement that matches the colour of stones. Grout shall be worked into joint. Excessive grouts shall be cleaned off.

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3.5 The floor shall be kept wet for a period of 7 days. No traffic shall be allowed on the bedding and bedded tiles for at least 2 days.

3.6 Polishing

Polishing and grinding shall be done only after 7 days. Machine cutting or grinding shall be carried out. At first the grinding shall be with rough stone and grinding shall be uniform. It shall be cleaned with water. All pin-holes and opened out joints shall be grouted with matching coloured cement grouts. It shall be cured for a period of 7 days by keeping it moist.

Second coat cutting/grinding shall be done with carborundum stone of medium grade. The same procedure as for the first coat shall be repeated till curing is completed.

The final cutting/grinding shall be with a fine stone grade and shall be done with ample water.

The floor shall then be washed, cleaned and dried with a soft cloth or linen.

In case of tin oxide polishing, if specified, it shall be carried as per direction of the EIC.

3.7 Homogeneous Vitrified tile floor

3.8 Approved tiles shall be laid on hard rough IPS or waterproof treated sub base ready to receive tiles. Tiles shall be laid in accordance to IS specifications and instructions of approved manufacturer.

3.9 Tiles to be bedded over IPS Screening using approved quality compatible Adhesive of thickness as required and directed by approved manufacturer / Bank /Architect.

3.10 Floor to receive tiles shall be wire brushed cleaned, wetted and mopped. Approved quality compatible tile adhesive shall be applied to the area only where immediate laying of tiles is carried out. Wetted tiles shall be cleaned and fixed in the thick cement pasted bedding. Tiles shall be positioned by tapping with wooden hammer and level checked with straight edge 2-3 meter long. Joints shall be as specified or as thin as possible. Points to be noted prior to start are as under -

1) Layout of the tiles is checked and approved by the Bank /Architect.

2) End cut tiles are more than half.

3) Floor and wall tiles are in the same line.

4) Change of tiles is below the door shutter.

5) Dividing strip is provided if shown in drawing.

6) Cutouts of floor drains are in line with the tiles. Tiles around cutouts are greater than 50 mm or half the tile whichever is greater.

7) Joints shall be cleaned thoroughly and grouted with approved unsanded readymade grout or as directed by the Architect/Bank. Grout shall be a thick paste and tooled into joints and area of the tile cleaned with a damp cloth. Grouting shall be cured by wet curing for 7 days.

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8) After 24 hours of grouting, tiles shall be cleaned with water and after 7 to 10 days or prior to handing over, tiles shall be washed with mild acid. Care shall be taken that grout does not develop any stain mark.

9) All expansion joints shall be carried out right through and finished by sealing with silicon sealant.

3.11 Homogeneous Vitrified tile (wall/dado)

3.12 Approved Vitrified tiles of size design and shape shall be used.

Tiles shall be fixed over plastered surfaces with compatible adhesive of approved make.

Dado tiles shall be fixed as under -

1) Sufficiently hardened backing/undercoat must be damp.

2) Tiles shall be adhered with approved compatible adhesive on the back side as directed.

3) Tiles shall be fixed on the undercoat and tamped with wooden mallet or rubber mallet to achieve full adhesion to the undercoat. Edges shall be tamped to secure line and level.

4) Care shall be taken to achieve pattern of laying with respect to floor or ceiling.

5) Tiles shall be mopped with wet cloth to remove grout coming out from joints.

3.13 Jointing

1) Joints shall be cleaned thoroughly and grouted with unsanded readymade grout as directed by the Architect/Engineer. Grout shall be a thick paste and tooled into joints and area of the tile cleaned with a damp cloth. Grouting shall be cured by wet curing for 7 days.



4.0 STEPS, STONE CLADDING / SKIRTING

4.1 Material for dado, steps and risers shall be as specified above or as per BOQ.

4.1.1 Surface preparation shall be same as for flooring for each type. Cladding/Dado work shall be done over plastered concrete/masonry surfaces and gypboard partitions. It shall be combed for creating a key and better adhesion with skirting material.

In case of steps, bedding shall be laid exactly as flooring and all operations described therein shall be carried out.

4.1.2 External and Internal facings shall be fixed with adequate provision for expansion and compression joints.

The contractor shall supply and fix all necessary supports, anchor slots, anchor cramps and dowels required for the satisfactory completion of all vertical granite or any other stone cladding work. Fastener/clamps etc. will be made from suitable non-ferrous metal.

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They shall be in such shape and dimension that they are adequate to carry the loads to be imposed upon them.

Fixing of wall cladding with stone shall be done through experienced masons only. All stones shall be fixed to wall in perfect plumb and level as per design. To keep the stone in position use of gypsum shall be done and all back cavity after fixing of clamps, dowels etc. shall be grouted with non-shrinking grout. Height of cladding shall be raised in a day which is self-supporting.

Joints and surfaces shall be cleaned thoroughly by using coir stringer wire brush. Then joints shall be grouted with approved readymade grout or matching colour grout as directed. Surfaces shall be allowed to care for 7 days.

Notwithstanding the above stipulation, the contractor shall be entirely responsible for the sufficiency of fixings.

All anchors and other fixing shall be concealed when the work is completed.

Great care shall be taken to protect delivered stones from dripping and staining during the course of work.

4.1.3 Skirting or dado tiles shall be fixed as under –

1) Sufficiently hardened backing/undercoat must be damp.

2) Tiles shall be buttered with grey/white or pigmented cement paste on the back side as directed.

3) Tiles shall be fixed on the undercoat and tamped with wooden mallet or rubber mallet to achieve full adhesion to the undercoat. Edges shall be tamped to secure line and level.

4) Care shall be taken to achieve pattern of laying with respect to floor or ceiling.

5) Tiles shall be mopped with wet cloth to remove grout coming out from joints.

4.1.4 Jointing

1) Joints shall be cleaned thoroughly and grouted with unsanded readymade grout as directed by the EIC. Grout shall be a thick paste and tooled into joints and area of the tile cleaned with a damp cloth. Grouting shall be cured by wet curing for 7 days.



4.1.5 Polishing and cleaning shall be as described in type of tile referred above, except that the operation shall be manual.

* * * * *

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PANELLING & FURNITURE

MDF / PLY / GYPSUM

1.0 GENERAL

1.1 Indian Standards

Work shall be carried out to Indian Standards and Code of practices. In absence International standards shall be followed. These shall be latest issue. List given hereunder is not to be considered as conclusive and is for reference and guidance only. Any discrepancies / conflict noticed shall be directed to the Architect / Bank for his direction / approval. However as a general rule more stringent specification shall take precedence.

(1) IS 287 Recommendation for maximum permissible moisture content for timber used for different purposes

(2) IS 303 Specification for plywood for general purposes

(3) IS 401 Code of practice for preservation of timber.

(4) IS 659 Specification for block boards

(5) IS 710 Specification for marine plywood

(6) IS 848 Specification for synthetic resin adhesives for plywood

(7) IS 851 Specification for synthetic resin adhesives for construction work (nonstructural) in wood

(8) IS 852 Specification for animal glue for general wood working purposes.

(9) IS 1328 Specification for veneered decorative plywood

(10) IS 1508 Specification for external for use in synthetic resin adhesives (urea-formaldehyde) plywood.

(11) IS 1734 Methods of test for plywood

Part 2 Determination of resistance to dry heat

Part 3 Determination of fire resistance

Part 1 Determination of density and moisture content

Part 10 Determination of compressive strength

Part 5 Test for adhesion of piles

Part 18 Impact resistance test on the surface of plywood

Part 19 Determination of nail and screw holding power

Part 20 Acidity and alkalinity resistance test

Part 4 Determination of glue shear strength

Part 6 Determination of water resistance

(12) IS 2380 Methods of test for wood particle boards and boards from other lignocellulosic material:

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Part 4 Determination of static bending strength

(13) IS 3087 Specification for wood particle board for general purpose

(14) IS 3513 Specification for high and medium density wood laminates (compreg):

Part 4 Sampling and tests

(15) IS 4962 Specification for wooden side sliding doors

(16) IS 5509 Specification for fire retardant plywood

(17) IS 7638 Method of sampling for plywood, fibre hardboard, insulation boards and particle boards.

(18) IS 9188 Performance requirements for adhesive for structural laminated wood products for use under exterior exposure condition.

(19) IS 11215 Methods of determination of moisture content of timber and timber products.

(20) IS 12077 Code of practice for testing of timbers for plywood manufacture

(21) IS 12120 Code of practice for preservation of plywood and other panel products.

(22) IS 12823 Specification for pre-laminated particle boards

(23) IS 2547 Specification for Gypsum building plaster

(24) IS 2818 Specification for Indian Hessian

(25) IS 412 Specification for Expanded metal steel sheets for general purpose.

(26) IS 2095 Specification for gypsum plaster boards part - 3. Reinforced Gypsum plaster boards (second revision).

(27) IS 2098 Specification for Asbestos cement building boards

(28) BS 476 Method for classification of the surface spread of flame of products.

(29) BS 1142 Specification for fiber building boards

(30) BS 3046 Specification for adhesives for hanging flexible wall coverings.


1.2.1 Comply with standards specified for material and workmanship

1.2.2 Supervision and workmen employed shall be experienced in field of carpentry works and shall be able to guarantee workmanship and finish of standards as established and approved by the Architect / Bank.

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1.2.3 Items specified from specific manufacturer with code no and of approved manufacturer shall be with quality assurance certificate from manufacturer shall be guaranteed for 5 years.

1.2.4 Installer Qualifications

An experienced installer who has completed architectural woodwork (Furniture) similar in material, design and extent to that indicated for this project and whose work has resulted in construction with a record of successful in service performance.

1.2.5 Fabricators Qualifications

A firm experienced in producing architectural woodwork similar to that indicated for this project and with a record of successful in service performance, as well as sufficient production capacity to produce required units.

1.2.6 Mock-ups

Before fabricating and installing interior architectural woodwork, build mock-ups for each form of construction and finish required to verify selections made under sample Submittals and to demonstrate aesthetic effects and qualities of materials and execution. Build comply with the following requirements, using materials indicated for the completed work:

1. Build mock-ups in the location and size indicated or, if not indicated, as directed by Architect

2. Notify Architect seven days in advance of dates and times when mock-ups will be fabricated and installed.

3. Demonstrate the proposed range of aesthetic effects and workmanship.

4. Obtain Architect’s approval of mock-ups before starting interior architectural woodwork fabrication

5. Maintain mock-ups during construction in undisturbed conditions as a standard for judging the completed work.

6. Demolish and remove mock-ups when directed.

7. Approved mock-ups may become part of the completed work if undisturbed at time of substantial completion.

1.3.0 Submittals

1.3.1 For approval the contractor shall submit with detail note

a) Literature / Catalogue of product to be used.

b) Test certificates from independent laboratories conforming that product meets standards specified.

c) Manufacturers certification that product meets / exceeds specification for the project.

d) Include data for wood preservative treatment and chemical treatment from manufacturer and certification by treating plant that treated materials comply with requirement.

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e) Literature describing each fabric wall covering product and its suitability for the surface intended shall be submitted. List materials composition of fabric materials including backing.

e) Samples

i) Timber piece - 300x100x60 mm 3 Nos.

ii) Veneers - 300x300mm

iii) Laminates - 300x300 with shade samples

iv) Prelaminated board of exterior quality – 300 X 300 mm

v) MDF Board of exterior quality – 300 x 300mm

v) Samples with polish / paint finish as specified.

vi) Fittings and fixtures samples

vii) Gypsum broad of size 300 x 300mm.

viii) GI channels, runners, studs about 300mm long

ix) 600 x 600mm samples for each type of fabric wall covering

2.0 MATERIAL

2.1 Timber

2.1.1 Timber shall be of quality as specified in BOQ and well-seasoned. When a kind of timber is not specified, good quality teak wood shall be used. It shall have uniform colour, be free from defects such as cracks, dead knots, soft spongy spots and waves of injurious open shapes. Grains shall be reasonably straight. The individual hard and sound knot shall not be larger than 6 sq. cm. The aggregate area of all knots shall not exceed 0.5% area of a piece. All timber is sawn unless otherwise stated.

Planed timber shall be used for external work, fascia large boards and other similar works to the approval of Architect.

2.1.2 All timber shall be treated with chemical wood preservatives and be kiln seasoned to IS 1141 and conform to IS 287 for moisture content. Maximum permissible limit shall be + 3% for average moisture content of all samples from a given lot and + 5% for individual sample of the given lot. This is applicable when thickness of timber is more than 50 mm. Small size tolerance shall be + 2% and + 3% respectively.

2.1.3 Timber used shall be treated with a 5 years guarantee and approved anti-termite treatment. Wood work in contact with masonry or concrete shall be painted with hot bitumen collator before being placed in position.

2.1.4 Timber received at site shall be marked and stamped for approval prior to being used at site.

2.1.5 Sizes specified are not indicative and shall be correct finished sizes within allowable tolerances.

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2.1.6 All timber shall be finished to required dimension and texture prior to being treated for chemical preservation.

2.1.7 Readymade factory finished material shall be as specified and shall comply to IS code. It shall be ant termite treated, kiln seasoned.

2.1.8 Timber shall be treated with preservatives when used.

a) For permanent built-in and subjected to humid / damp conditions.

b) Used in exterior places / locations

c) In contact with masonry, plaster, concrete.

2.2 All Block boards and formed boards shall be of specified thickness, uniform in colour texture, finish. They shall comply to IS code and shall bear IS marking. They shall be pressed with exterior quality phenol formaldehyde resin in hot press.

2.3 Prelaminated Boards

Prelaminated boards / high /medium density Fiber boards shall be conforming to IS and shall be with exterior quality adhesive only. Boards with commercial or interior quality adhesive shall not be used in works. Thickness shall be as specified. MDF of exterior grade shall be used. MDF shall be Phenol Formaldehyde bonded and generally conform to IS 3087 – 1965. The laminated board to be of approved colour and shade.

2.4 Lipping and Beading

Lipping and beading of wood particle board shall be done by the conventional method either with a veneer or with wood moulding or plastic moulding. Metal beading shall be done with suitable glue which will hold metal or wood.

2.5 Veneer

3.5 – 4.0mm thick straight grained matching approved veneers shall be used. All the veneer shall be from one lot and shall be group matched so as to be similar in grain and characters. Architect’s prior approval of the lots is to be obtained before the same is procured and fixed in position. The veneer shall conform to IS 851 and shall be resin bonded & suitable for the intended use. All veneers shall be with ply back.

2.6 Plastic Laminated Sheets

2.6.1 Plastic laminated sheets shall be 1.0 mm on faces and backing shall be 0.7mm thick with an amino plastic facing, cigarette-proof and shall comply with IS Specification.

2.6.2 Sheets shall be of approved manufacturer from his range in approved colour.

2.7 Gypsum board as manufactured by India Gypsum Ltd. Haryana or equivalent approved. Board shall confirm to CBRI certification. Gypsum board is formed by enclosing and bonding together a core of set Gypsum plaster by two sheets of heavy paper. Board shall be fire resistant, light weight, strong, durable dimensionally stable, smooth surface finished such that ready to receive directly painting, wall papering etc.

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2.8 All fittings and fixtures shall be as specified in bills of quantity or on drawing by Architect. Fittings shall be basically of brass or stainless steel and finished as directed. Brass fittings and fixtures may be chrome plated oxidized. Where specified stainless steel / bright finished shall be used. Approved makes only shall be used for respective items.

Fittings shall be guaranteed by the manufacturer for its performance. Woods screws shall be matching and of type as required for each fittings and shall conform to IS.

Nails, screws, pins, dowels, coach screws etc. shall be galvanized or non-ferrous materials when used in exterior locations.

2.9 Adhesives and glue shall be as per IS for exterior quality and water repellent.

2.10 Framing and Rough Lumber shall be of brass, stainless steel as required includes blocking, grounds, furring etc. to be suitable framing members for intended use as approved and specified.

2.11 G.I. sections

Pressed GI sheet metal sections shall be as required for system to be designed for location of its use and to approval of the Bank / Architect.

Pressed GI sheet floor / ceiling channels / runners, Studs, hollow section studs etc. as required shall be of desired designed thickness, size and shape.

2.12 Aluminum

2.12.1 Aluminum Extrusion shall be of fully heat treated aluminum alloy confirming to IS (63400 WP/HE9WP) or equivalent BS standards 6063- T5. Framing material shall comply as under

For extrusion Alloy to BS 6063 - T5 or T6, and ASTM B221

For sheets Alloy to BS 5005 - H16 and ASTM B 209

Other alloys and temper recommended by the manufacturer appropriate for specified finish.

Minimum thickness 2.0 mm for framing members and rails, 1.5mm thick for other intermediate supporting members, 1.8 mm for sheets and for glazing stops and similar components. Glazing beads shall be screw less type fitted into the frames.

2.13 Fabric

2.13.1 Fabric shall be of approved make and shade and fixed with approved adhesive as specified by Architect/Bank. Wall fabric shall achieve Class 1 surface spread of flame.

2.13.2 Sheet cork shall be 6mm thick continuous roll type, fire treated, set with adhesive, polyvinyl acetate.

2.13.3 Mineral fiberboard 20mm thick to wall panel size.

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3. Fittings and Fixtures (Ironmongery)

a) All fittings and fixtures shall be detailed in shop drawings, conforming to specification and shall be fixed as per manufacturer’s instructions.

b) Fittings and fixtures shall make assembly sturdy and securely placed.

c) Where finishes are to be done on installation remove fixtures and allow painter / polisher to work and on completion refix them.

3.1 Marine Plywood Partition

Providing, constructing & fixing in place MDF/ Marine Plywood Partitions of overall thickness 75mm thick with 50mm x 38mm recycled aluminum framing at every 450mm c/c with 12mm thk. MDF/ Marine Plywood on both sides. All other salient features such as bands, grooves, inlay patties & extra frame work and all other features indicated in drawing or as per instructions of architect to be the same as items of paneling. Mode of measurements also to be same as that of mentioned in paneling items. Cost of partition also to include providing, constructing & fixing MDF frame with necessary rebates of 38mm or 50mm as required to enable fixing of doors (on 3 sides of opening produced). Finishing items to be provided only on visually exposed surfaces of partitions and not on areas covered by storages, tables, fabric etc.

3.2 Gypsum board paneling

Pressed GI metal framing sections in combination of GI wire/section fixed with anchor fasteners to wall providing basic frame work. These are readily available or may be specially fabricated to suit site requirement. Frames are provided @ 450mm c/c. Grid shall be adjusted to suit other requirements to approval of the PM.

G.I. metal frame should be of 22 gauges.

3.3 Gypsum board Partition

Providing & constructing and fixing in place gypsum board partition of overall thickness of 75mm. Partition to have 12mm thk. Gypboard covering done from both sides on existing support members of the partition.

* * * * *

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FALSE CEILING 1.0 GENERAL

1.1 Indian Standards

Work shall be carried out to Indian Standards and Code of practices. In absence International standards shall be followed. These shall be latest issue. List given hereunder is not to be considered as conclusive and is for reference guidance only. Any discrepancies / conflict noticed shall be directed to the Architect / EIC for his direction / approval. However as a general rule more stringent specification shall take precedence.

(1) IS 2547 Specification for Gypsum building plaster

(2) IS 2818 Specification for Indian Hessian

(3) IS 412 Specification for Expanded metal steel sheets for general purpose.

(4) IS 2095 Specification for gypsum plaster board’s part - 3. Reinforced Gypsum plaster boards (second revision).

(5) IS 2098 Specification for Asbestos cement building boards


1.2.1 Materials used shall conform to standards specified.

1.2.2 Material received at site shall be of approved manufacturer and shall certify that material conform to specification or exceeds than those required.

1.2.3 Material is acceptable to local authorities for safety and fire.

1.3 Submittals

1.3.1 The contractor shall submit technical details with test result of manufacturer and of the independent laboratories.

1.3.2 The contractor shall submit shop drawing giving details of

a) Plan and elevation of partition wall

b) Floor, wall, beam, soffit of slab fixing details.

c) Details and type of channels, runners, and studs used to have rigid, secured frame work for fixing boards.

d) Details of fixing boards, jointing details

e) Details of jointing with structural frame work.

f) Position and installation of acoustic / insulation.

1.3.3 Samples of all materials such as GI channels, runners, studs about 300mm long and Gypsum broad of size 300 x 300mm.

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2.0 MATERIAL

ALL MATERIALS SHOULD BE SATISFYING GREEN BUILDING REQUIREMENTS AND SHALL BE FROM SUGGESTED LIST OF MATERIALS.

2.1 Plaster of Paris ceiling tiles shall be reinforced with hessian cloth. Maximum size shall be limited to 750 mm x 750 mm. Tiles shall be true and exact shape with clean and regular chamfers and shall give a ringing sound when struck. The exposed face shall be truly plane and smooth.

2.2 Metal lath shall confirm to IS and as specified wire netting for metal laths shall be galvanized.

2.3 Gypboard as manufactured by India Gypsum Ltd. Haryana or equivalent approved. Board shall confirm to CBRI certification. Gypboard are formed by enclosing and bonding together a core of set Gypsum plaster by two sheets of heavy paper. Board shall be fire resistant, light weight, strong, durable dimensionally stable, smooth surface finished such that ready to receive directly painting, wall papering.

2.4 Expanded polystyrene or foamed stomper slab ceiling boards and tiles shall be of approved make in specified sizes, thickness, and finished colour.

2.5 Plywood and veneered decorated plywood confirming to IS and as specified may also be used as ceiling lining. Also other material like insulation block boards, wood particle board etc. confirming to IS and as specified shall be used in work.

2.6 Exposed Grid system

Heavy duty (allowable load > 23.8 kg/m at 3.33 mm deflection) module of 600mm x 600mm with main and cross tees. Tees shall be galvanized, cold-rolled steel with 15mm flange width, 38mm height, 0.5mm thick main tee, 0.4mm thick cross tee.

Edge moulding shall be minimum 0.5mm thickness galvanized steel, channel or angle shaped with minimum 15mm flange width.

2.7 Suspension system shall be as specified and approved.

2.7.1 G.I. suspension system manufactured from pressed steel metal sheets shall be used. Angles, channels 'Tee's etc. along with GI wire and rawl plug fasteners shall be of approved size as per false ceiling drawing for desired location.

2.7.2 Approved quality wood battens of about 50 x 50mm to 50mm to 25mm as per design and requirement shall be used. Timber shall be kiln seasoned, ant termite treated and finished with a coat of lacquer. Battens shall be fixed with concrete / Masonry or structural steel by using GI screws, nut bolts etc. as required as per detail approved shop drawing.

2.7.3 Aluminum sections suspension system may also be used as specified and approved by the EIC. 100% recycled aluminum, sealants for aluminum to have VOC limits <250 g/l.

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3.0 WORKMANSHIP

Wooden battens shall be kiln seasoned, ant termite treated and shall be FSC certified only.

3.1 Suspension system

3.1.1 Pressed GI metal sections in combination of GI wire/section hangers and fixed with anchor fasteners to ceiling providing basic hanging and suspension frame work. These are readily available or may be specially fabricated to suit site requirement. Hangers are provided @1500 mm c/c on both ways. Grid shall be adjusted to suit other requirements to approval of the Bank/ Architect. G.I. metal frame should be of 22 gauge folded strip of 50mm width.

3.2 Use special corner metal studs and special metal trim corner beads at acute and obtuse corners of inter-sectioning wall and partition.

Aluminum angles / Tees and channels suspended in combination of GI/Aluminum hangers are also provided for creating hanging and suspension framework.

3.3 Wooden frame work shall consist of main and cross batten of specified sections in approved shop drawing. The longitudinal and header scanting shall be so arranged that tiles can be fixed to form the panel arrangement. The frame work shall be treated with approved wood preservative lacquer.

3.4 False ceiling panels

3.4.1 False ceiling may be concealed type or with lay in panels as detailed in BOQ. All lay in panels shall be fixed on back with non-uplifting pins. False ceiling shall be finished as with POP or painting or may be pre finished decorative tiles.

3.4.2 Plaster of Paris ceiling tiles shall be fixed with brass screws. Gypboard and other of shall be fixed such that they are rustles and in combination of suspension or panels not going to cause any harmful effect or get deteriorated. Fixing shall be approved by the Engineer.

3.4.3 False ceiling shall be provided to correct line, level with required finishes as specified.

3.5 Metal lathing Plaster

This shall be carried out to create a false ceiling or surface specially to cover up services behind it. Hence, all services must be tested and approved by the EIC prior to this plastering.

3.5.1 The GI metal lath used shall be of a specified gauge. Lath shall be supported and stretched with long way of the mesh across the support before nailing. Support of timber batten depending upon the location shall be spaced but shall not be greater than 450 mm center to center. Metal lath shall be secured with wooden batten by GI staples or nails and 0.9 mm GI wire. Overlap shall be arranged over intermediate support and not in the corners.

3.5.2 Plastering in lathing shall be carried out in two coats. The first coat shall be with stiff consistency mortar, applied uniformly with a trowel and keyed. It shall be allowed to harden and dry for a minimum period of 3 days. The second coat shall be applied in the usual manner of plastering and finished as specified. Both coats shall be wet cured as detailed earlier.

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3.6 Acoustic Suspension system

3.6.1 Tiles shall be tightly butted, all sides of tile supported. Suspension system shall support the ceiling only. All the light fixtures, diffusers, grilles etc. shall be individually supported by supports / hangers. Use one 600 mm tee spline glued with acoustical cement to the back of a 600 mm x 600 mm panel for dimensional stability.

3.6.2 Provide 3.3mm pre-straightened galvanized steel rod hangers 1220 mm o.c. supporting main runners. Where partitions runners are fastened to runners, provide 4.1mm pre-straightened galvanized steel wire hangers to act as stiffeners for ceiling system. Provide clip inserts in structural slab to receive hangers of sufficient strength to support ceiling with a safety factor of 5.

3.7 Points to be checked are

3.7.1 It shall be responsibility of the false ceiling contractor to prepare reflected ceiling layout and get approved prior to start. He shall be responsible to provide and arrange required service doors, cut outs, fixing arrangements to receive light fitting, AC diffusers, Grills, etc.

3.7.2 Prior to start of false ceiling services work above false ceiling is completed.

3.7.3 Edge angle are fixed to correct line and level.

3.7.4 Hangers are located allowing movement of services within false ceiling.

3.7.5 Main and secondary runners are spaced with due care and perfect rigid frame work is achieved to correct line and level.

3.7.6 False ceiling panels shall be fixed with suspension by GI screws/pin etc. Joints shall be well treated and neatly finished as detailed.

4.0 RATES

False ceiling rates shall include

� Required suspension system

� Required false ceiling material

� Required arrangement to receive light fittings, fixtures, AC grills, diffusers, etc.

� Required access service door / shutter

� Masking tape

� Required finishing with POP or approved filler or painting or polishing as case may be.

* * * * *

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WOODEN JOINERY 1.0 GENERAL

1.1 INDIAN STANDARDS

Work shall be carried out to Indian Standards and Code of practices. In absence International standards shall be followed. These shall be latest issue. List given hereunder is not to be considered as conclusive and is for reference and guidance only. Any discrepancies / conflict noticed shall be directed to the Bank/Architect for his direction / approval. However as a general rule more stringent specification shall take precedence.

1. IS 287 Recommendation for maximum permissible moisture content for timber used for different purposes in different zones.

2. IS 401 Code of practice for preservation of timer.

3. IS 848 Specification for synthetic resin adhesives for plywood (phenolic and amino plastic).

4. IS 851 Specification for synthetic resin adhesive for construction (non-structural) in wood.

5. IS 852 Specification for animal glue for general wood working purposes.

6. IS 1003 Specification for timber paneled and glazed shutters

Part 1 Door shutters

7. IS 1141 Code of practice for seasoning of timber

8. IS 1328 Specification for veneered decorative plywood

9. IS 1508 Specification for external for use in synthetic resin adhesives (urea-formaldehyde) plywood.

10. IS 2036 Phenolic laminated sheet

11. IS 2202 Specification for wooden flush door shutter (Solid core type)

Part I Plywood face panels

Part II Particleboard and hard board face panels

12. IS 2221 Method of test for amino plastic molding material

13. IS 4020 Method of tests for shutters

Part 1 to 15

14. IS 4021 Specification for timber doors, window and ventilator frames.

15. IS 4913 Code of practice for selection, installation and maintenance of timber doors and windows.

16. IS 7196 Specification for hold fast

17. IS 7638 Method of sampling for plywood, fiber hardboard, insulation boards and particle boards

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18. IS 9307 Method of Test for wood based structural sandwich construction.

Part 2 Edgewise compression test.

Part 3 Flat wise compression test.

Part 4 Shear test

19. IS 12120 Code of practice for preservation of plywood and other panel products.

1.2.0 Quality Assurance

1.2.1 Comply with standards specified for material and workmanship

1.2.2 Supervision and workmen employed shall be experienced in field of carpentry works and shall be able to guarantee workmanship and finish of standards as established and approved by the Bank / Architect.

1.2.3 Shutters manufacturer shall have ISI certification and each shutter received at site shall bear stamp of ISI, manufacturer and type of product, batch no., etc.

1.2.4 Shutter manufacturer shall have minimum 7 (seven) years’ experience in this product.

1.3.0 Submittals

1.3.1 For approval the contractor shall submit with detail note

a) Literature / Catalogue of product to be used.

b) Test certificates from independent laboratories conforming that product meets standards specified.

c) Manufacturers certification that product meets / exceeds specification for the project.

d) Samples

i) Timber piece - 300x100x60 mm 3 Nos.

ii) Shutter - corner piers showing detail construction.

iii) Veneers - 300x300mm

iv) Laminates - 300x300 with shade samples

v) Samples with polish / paint finish as specified.

vi) Joinery details

1.3.2 Shop Drawings

The contractor shall prepare joinery detail drawing for site measurement. Drawings shall indicate each material, its installation, fixing details, finishing, etc. all in plan, elevation, section and typical details.

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2.0 MATERIAL

ALL MATERIALS SHOULD BE SATISFYING GREEN BUILDING REQUIREMENTS AND SHALL BE FROM SUGGESTED LIST OF MATERIALS.

2.1 Timber

2.1.1 All wood used to be FSC certified only. Timber shall be of quality as specified in BOQ and well-seasoned. When a kind of timber is not specified, good quality teak wood shall be used. It shall have uniform color, be free from defects such as cracks, dead knots, soft spongy spots and waves of injurious open shapes. Grains shall be reasonably straight. The individual hard and sound knot shall not be larger than 6 sq. cm. The aggregate area of all knots shall not exceed 0.5% area of a piece. All timber is sawn unless otherwise stated.

2.1.2 All timber shall be treated with chemical wood preservatives and be kiln seasoned to IS 1141 and conform to IS 287 for moisture content. Maximum permissible limit shall be + 3% for average moisture content of all samples from a given lot and + 5% for individual sample of the given lot. This is applicable when thickness of timber is more than 50 mm. Small size tolerance shall be + 2% and + 3% respectively.

2.1.3 Timber used shall be treated with a 10 years guarantee and approved anti-termite treatment. Woodwork in contact with masonry or concrete shall be painted with hot bitumen collator before being placed in position.

2.1.4 Timber received at site shall be marked and stamped for approval prior to being used at site.

2.1.5 Sizes specified are not indicative and shall be correct finished sizes within allowable tolerances.

2.1.6 All timber shall be finished to required dimension and texture prior to being treated for chemical preservation.

2.2 Plywood

2.2.1 Plywood used shall be BWR type, of specified thickness and conforming to IS test as specified. Hardwood will not be accepted in lieu of plywood.

Marine ply shall be used in damp and exposed weather location / conditions.

2.2.2 Veneers of plywood face to be painted or finished with similar treatment or unaccessible needed not be totally free from knots, worm and beetle holes, splits, stains of glue or other acceptable defects.

2.2.3 Plywood face to be natural face finished and shall be totally free from knots, worm and beetle, holes, stains of glue splits or other acceptable defects.

2.3 Shutters

2.3.1 Shutters shall be as specified and shall comply with respective code of practice. Door shutter shall be tested from a laboratory to get confirmation that door shutter comply to IS specifications.

2.3.2 Shutters shall be of specified thickness. They will have natural ply or teak wood veneer finish or 1.2 mm thick melamine sheets as specified. These shall be hot pressed and bonded with water resistant formaldehyde synthetic resin of exterior quality as per IS

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specifications. The adhesive used for bonding cross band to core and face veneers to cross band shall conform to IS 848 (Phenolic and Amino plastic). Ensure that the adhesives are unaffected by any timber treatment.

2.3.3 Tolerance on width and height shall be + 2 mm. Tolerance on thickness shall be + 1 mm. Thickness of shutter shall be uniform throughout. Variation permissible shall be 0.8 mm.

2.4 All fittings and fixtures shall be as specified in schedule or bills of quantity or as directed by the EIC. It shall be conforming to IS and shall be of Brass of approved make. Fittings shall be guaranteed by the manufacturer for its performance. Woods screws shall be matching and of type as required for each fittings and shall conform to IS.

2.5 Nails / screws

All nails, screws etc. shall be hot dip galvanized or of brass or non-ferrous material.

2.6 Adhesives

Adhesives and glue shall be as per IS for exterior quality and water repellent.

2.7 Approved primer and sealer for the paint shall be used.

3.0 SCOPE OF WORK

3.1 Frames

Size of timber shall be specified in the Bills of Quantities. Frames shall be rebated to house the shutter. They may be rebated on both sides, or rounded or moulded, etc. as per drawing if specifically referred in BOQ. For single rebate, depth shall be 15 mm.

Frames shall be finished smooth to receive paint, polish or any other specified finish. Surface abutting against masonry or concrete must be with ant termite treatment and a coat of boiling coal tar or any other approved wood preservative or primer applied prior to placing in the final position.

3.2 Shutters

Provide approved quality shutter of size and thickness with required fire rating if any as specified in BOQ with required fittings and fixtures, and finished as specified in drawing / BOQ. Work shall include testing at independent laboratory supervision submitting guarantee for quality, fire rating if any etc. to EIC for work and executed.

3.3 Providing, preparing, moulding teak wood architraves of details as given by the Bank/Architect. Work shall including preparing, seasoning, moulding, cutting, fixing with headless nail, etc. all complete and approved painted or polished as specified by the Bank/Architect.

4.0 WORKMANSHIP

4.1 General

4.1.1 Timber brought at site shall be as approved by the Bank/Architect.

4.1.2 No timber shall be painted, tarred, oiled, etc. before its inspection by the Bank/Architect. Any effort to hide the defects by plugging, painting, etc. shall render the piece to be rejected by the Bank/Architect.

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4.1.3 All rejected timber shall be removed at once from the site of work.

4.1.4 All sawing of timber shall be done in straight lines and planes of uniform thickness.

4.1.5 All joints shall be tongued and grooved or of the type shown in the drawings specified in the item or as directed by the Bank/Architect. All joints shall be glued with approved water repellent adhesive.

Joints shall be strong, neat and shall fit without wedging or filling. They shall be pinned with hard wood or bamboo pins of 10- 15 mm dia after the members of the frame are glued and pressed together in a suitable vice-mechanism. Also jointing concealed pins shall be provided.

4.1.6 Prior to joining, wood members of frame shall be planed smooth and accurate to the full depth. Rebates, rounding’s, moldings, etc. as shown in the drawing shall be done before the members are joined.

4.1.7 No defects which reduce the strength of the connection are permitted at joints, bearing or assembly connections.

4.1.8 All timber items shall be subjected to inspection by the Bank/Architect prior to any treatment to be carried out. No item shall be installed unless it is approved by the Bank/Architect.

4.2 Shutters

4.2.1 The timber used in core of door shutters shall be from species specified in Appendix of IS 2202 part I. For styles, rails and lapping timber specified in-group 2 of Appendix A shall be used. Moisture content in the timber shall not be more than 12% when tested according to IS 1708.

4.2.2 Timber shall be seasoned, chemically treated and antitermite treated. It shall be free from decay and insect attack.

4.2.3 Plywood used in shutters shall conform to BWR grade.

4.2.4 Cross band used in door shutters shall conform to the requirements laid down in BWR grade plywood.

4.2.5 Adhesives used shall be phenol formaldehyde synthetic resin conforming to BWR type. All bonding such as core members to one another including core frame, lapping, cross band and plywood to core and face veneers to cross band shall be with phenol formaldehyde or as approved exterior quality.

4.2.6 Construction shall conform to specification given in IS 2202 Part I.

4.2.6.1 A frame constructed of styles and rails shall be provided for holding the core. Width shall not be less than 50 mm and more than 100 mm inclusive of lapping if provided.

4.2.6.2 Core may be of wooden strips, particleboard, combination of block board and particleboard.

4.2.6.3 Styles and rails shall be made of one or more pieces glued together.

4.2.6.4 Levelling by planning of surfaces shall be carried out at each stage of construction to eliminate impressions of the core strips on the outside face.

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4.2.6.5 Face panel shall be formed by gluing by hot press process on both faces of the core. Face panels shall be minimum 6 mm ply. Direction of grain on face to be vertical.

4.2.6.6 Lapping may be internal or as edge-band as specified and approved by the Bank/Architect. External lapping shall be solid and minimum 6 mm thick on the face of the door. Edge band lapping shall have a total depth of minimum 25 mm. Joints shall not be permitted in lapping.

4.2.6.7 Double leaved shutters shall be rebated meeting either by splayed or square type. Thickness of lapping shall not be less than 35 mm.

4.2.6.8 Opening for glazing and ventilation shall be provided if specified. Opening of glazing shall be lipped internally with solid timber.

4.2.6.9 Shutters shall be shop-prepared for taking mortise locks or latches as may be ordered. Sizes of block for fixing hardware shall conform to IS 2209.

4.2.7 All four edges of shutters shall be square or free from twist or warp in its plane. Both faces shall be sanded to a smooth even texture.

4.2.8 The shutters shall be sampled as per criteria given in Appendix B of IS 2202 part I and tested as per detail given in clause 9 of IS 2202 part I for

a) End Immersion Test

b) Knife Test

c) Glue Adhesion Test

4.3 Fittings and fixtures

The fittings shall be as specified in BOQ or the drawings for door shutters. All fittings and fixtures shall be new, sound and strong, required screws for fixing shall be in the same colour and included in the pricing. Fittings and fixtures shall be as approved by the EIC and conform to IS. Providing and fixing shall also include making grooves, chases, reinforcing, etc. Any fixtures damaged during fixing shall be removed and replaced with new one.

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BUSINESS RULE DOCUMENT OF ONLINE REVERSE AUCTION FOR FURNITURE / CIVIL WORK GROUND AND 1st FLOOR, SAIKRUPA BlLDG., ZUNJARRAO COMPLEX, KALYAN MURBAD ROAD, SONARPADA, MURBAD MAHARASHTRA – 421 401.

BUYER NAME

To, Assistant General Manager RBO-I, State Bank of India, Thane (Central), Wagle Ind. Area,Plot No.B-35, 2nd Floor,Wagle Estate Circle, Thane (West)- 400 604.

AUCTION TO BE CONDUCTED BY

M/s e-Procurement Technologies Ltd. A-801, Wall Street - II, Opp. Orient Club, Nr. Gujarat College, Ahmedabad - 380 006. Gujarat State, India Phone: +91 79-41072519 /20/21/18/17 Auction Website : https://sbi.abcprocure.com

DATE & TIME OF AUCTION

Online Auction Date : __/ /2017 Auction Time : 00:00 PM – 00:00 PM ( 6 extensions of 5 min each )

DOCUMENTS ATTACHED

(A) Business rules for Reverse Auction (B) Terms & conditions of Reverse Auction (C) Annexure - I (D) Process Compliance Statement (Annexure

II) (E) Price Confirmation Letter (Annexure III) (F) Price break up (Annexure IV) (G) Contact Information

SPECIAL INSTRUCTIONS

Bidding in the last minutes and seconds should be avoided in the bidders own interest Neither the Service Provider nor SBI will be responsible for any lapses /failure on the part of the vendor, in such cases.

Important Note: As per the new Inter-operability guidelines released by Controller of Certifying Authorities (CCA), the Secured Socket Layer (SSL) certificate for an e-Procurement application is generated on a new algorithm, SHA2. Also, the Digital Signature Certificates that will be applicable for these platforms have to be SHA2 algorithm compliant. For the same, the users have to ensure that they have Windows XP (SP3) / Windows Vista / Windows 7 installed in their respective PC / Laptop. In case of Windows XP service pack -3, if you get any issue you can install the SSL patch, which is available at our download section of our e-Tender/e-Auction Portal and also at our corporate website www.auctiontiger.net just below the label of “Download”.

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(A) Business rules for Reverse Auction:

Against this Enquiry for the subject item/system with detailed scope of supply as per our specification, SBI may resort to “REVERSE AUCTION PROCEDURE” i.e. ON LINE BIDDING on INTERNET.

1. For the proposed reverse auction, technically and commercially acceptable bidders only shall be eligible to participate.

2. SBI will engage the services of a service provider who will provide all necessary training and assistance before commencement of on line bidding on Internet.

3. SBI will inform the vendor in writing in case reverse auction, the details of service provider to enable them to contact and get trained.

4. Business rules like event date, time, start price, bid decrement, extensions, etc. also will be communicated through service provider for compliance.

5. Vendors have to send the mail the compliance form in the prescribed format (provided by service provider) before start of Reverse auction. Without this the vendor will not be eligible to participate in the event.

6. Reverse auction will be conducted on schedule date & time. 7. At the end of reverse auction event, the lowest bidder value will be known on the network. 8. The lowest bidder has to mail the duly signed filled-in prescribed format as provided on case-

to-case basis to SBI through service provider within 24 hours of auction without fail. 9. In case SBI decides not to go for Reverse auction procedure for this tender enquiry, the price

bids and price impacts, if any already submitted and available with SBI shall be opened as per SBI standard practice.

10. The reverse auction will be treated as closed only when the bidding process gets closed in all respects for the item listed in the tender.

(B) Terms & conditions of Reverse Auction:

SBI shall finalize the procurement of the item against this Tender through reverse auction mode. SBI has made arrangement with M/s. e-Procurement Technologies Ltd, Ahmedabad (ETL) who shall be SBI’s authorized service provider for the same. Please go through the guidelines given below and submit your acceptance to the same along with your Commercial Bid.

1. Computerized Reverse auction shall be conducted by SBI, on pre-specified date, while the

vendors shall be quoting from their own offices/ place of their choice. Internet connectivity and other paraphernalia requirements shall have to be ensured by vendors themselves. In the event of failure of their Internet connectivity, (due to any reason whatsoever it may be) it is the bidders’ responsibility. In order to ward-off such contingent situation bidders are requested to make all the necessary arrangements/ alternatives such as back –up power supply whatever required so that they are able to circumvent such situation and still be able to participate in the reverse auction successfully. Failure of power at the premises of vendors during the Reverse auction cannot be the cause for not participating in the reverse auction. On account of this the time for the auction cannot be extended and SBI is not responsible for such eventualities.

2. ETL shall arrange to train your nominated person(s), without any cost to you. They shall also explain you all the Rules related to the Reverse Auction. You are required to give your compliance on it before start of bid process.

3. BIDDING CURRENCY AND UNIT OF MEASUREMENT: Bidding will be conducted in

Indian currency & Unit of Measurement will be displayed in Online Auction.

4. BID PRICE: The Bidder has to quote the rate as per the Tender Document provided by State Bank of India.

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5. VALIDITY OF BIDS: The Bid price shall be firm for a period specified in the tender

document and shall not be subjected to any change whatsoever.

6. At the end of the reverse auction, bidder has to provide the price confirmation letter & a detail break up for his lowest offer within 24 hour of closing of auction as per the Annexure II & III respectively.

7. Procedure of Reverse Auction: i) Online English Reverse (no ties) Auction {Reverse Auction}:

OPENING PRICE & BID DECREMENT AMOUNT: SBI will declare its Opening

Price (OP), which shall be visible to the all vendors during the start of the reverse Auction. You will be required to start bidding after announcement of Opening Price and decrement amount. Also, please note that the start price of an item in online reverse auction is open to all the participating bidders. Any bidder can start bidding, in the online reverse auction, from the start price itself. Also, please note that the first online bid that comes in the system during the online reverse auction can be equal to the auction's start price, or lesser than the auction's start price by one decrement, or lesser than the auction's start price by multiples of decrement. The second online bid and onwards will have to be lesser than the L1 rate by one decrement value, or lesser than the L1 rate by multiples of the decrement value.

The bid decrement amount shall be specified by SBI.

DURATION OF AUCTION: English Reverse (no ties) shall be for a period of

one hour. If a bidder places a Bid in the last 5 minutes of Closing of the Auction, the auction shall get extended automatically for another 5 minutes. In case, there is no Bid in the last 5 minutes of closing of Auction, the Auction shall get closed automatically without any extension. Please note that if there are more than one item in a single auction, the auto-extension will be applicable to the entire event i.e. whenever a bidder places an acceptable bid in the last 5 minutes of the closing of the auction, the auction shall get extended automatically for another 5 minutes from the time of this bid for all the items in the auction. There are maximum 6 Extensions of 5 Min. each. In any event the auction process deems to have concluded by 90 minutes from the start of the auction. However, vendors are advised not to wait till the last minute or last few seconds to enter their bid during the auto-extension period to avoid complications related with internet connectivity, network problems, system crash down, power failure, etc.

Auto Bid :

The Auto Bid feature allows Bidders to place an automated bid in an auction and bid without having it entered a new amount each time.

Bidders are supposed to quote their best lowest price in confirmation to the decrement value. Please note that the auto bid value can be entered multiple of times for a particular Item in a particular event. The bidders have the facility to revise their auto bid value only during the continuity of Auction Event.

The situation wherein manual bidder quote the same price quoted by other bidder who has opted for the auto bid feature (although auto bid price is neither visible to any of the other bidders nor SBI nor ETL), manual bidder would get a precedence over the auto-bidder. In no case, auto bid can be stopped or cancelled.

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The only provision is, the bid can be revised in increment or decrement fashion according to the next possible bid at that particular times.

In case all the participants opt for auto bid, the bidder who has entered the value first will get the precedence in that order.

I) Successful vendor shall be required to submit the final prices, quoted during the

English Reverse (no ties) exactly in the format issued by SBI/Service provider after the completion of Auction to SBI, duly signed and stamped as token of acceptance without any new condition other than those already agreed to before start of auction.

II) During English Reverse (no ties), if no bid is received within the specified time, SBI,

at its discretion, may decide to revise Opening price / scrap the reverse auction process / proceed with conventional mode of tendering.

III) Your bid will be taken as an offer to supply. Bids once made by you, cannot be

cancelled / withdrawn and you shall be bound to supply as mentioned above at your final bid price. Should you back out and not supply as per the rates quoted, SBI shall take action as appropriate.

IV) LOG IN NAME & PASSWORD: Each Bidder is assigned a Unique User Name &

Password by ETL. The Bidders are requested to change the Password after the receipt of initial Password from ETL. All bids made from the Login ID given to the bidder will be deemed to have been made by the bidder.

V) VISIBILITY TO BIDDER: The Bidder shall be able to view the following on his

screen along with the necessary fields during English Reverse – No ties Auction: a. Leading Bid in the Auction b. Bid Placed by you c. Auction Opening Price & bid decrement amount d. Your rank in the auction

VI) BIDS PLACED BY BIDDER: The bid of the bidder will be taken to be an offer to

execute the work. Bids once made by the bidder cannot be cancelled. The bidder is bound to execute the work as mentioned above at the price that they bid. Should any bidder back out and not make the supplies as per the rates quoted, SBI and / or ETL shall take action as appropriate.

VII) LOWEST BID OF A BIDDER: In case the bidder submits more than one bid, the

lowest bid will be considered as the bidder’s final offer to execute the work.

VIII) At the end of the Reverse Auction, SBI will decide upon the winner. SBI’s decision on award of Contract shall be final and binding on all the Bidders.

IX) SBI shall be at liberty to cancel the reverse auction process / tender at any time,

before ordering, without assigning any reason.

X) SBI/ETL shall not have any liability to bidders for any interruption or delay in access to the site irrespective of the cause.

XI) Other terms and conditions shall be as per your techno-commercial offers and other

correspondences till date.

XII) You are required to submit your acceptance to the terms / conditions / modality given above before participating in the reverse auction.

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XIII) AUCTION TYPE: English Reverse No Ties Auction XIV) AUCTION WINNER: At the end of the Reverse Auction, SBI will evaluate all the

bids submitted and will decide upon the winner. XV) OTHER TERMS & CONDITIONS:

- The Bidder shall not involve himself or any of his representatives in Price manipulation of any kind directly or indirectly by communicating with other suppliers / bidders.

- The Bidder shall not divulge either his Bids or any other exclusive details of SBI to any other party.

- SBI’s decision on award of Contract shall be final and binding on all the Bidders. - SBI along with ETL can decide to extend, reschedule or cancel any Auction. Any

changes made by SBI and / or ETL, after the first posting will have to be accepted if the Bidder continues to access the site after that time.

- ETL shall not have any liability to Bidders for any interruption or delay in access to the site irrespective of the cause.

- ETL is not responsible for any damages, including damages that result from, but are not limited to negligence. ETL will not be held responsible for consequential damages, including but not limited to systems problems, inability to use the system, loss of electronic information etc.

N.B.

- All the Bidders are required to submit the Process Compliance Statement (Annexure II) duly signed to M/s e-Procurement Technologies Ltd, Ahmedabad.

- All the bidders are requested to ensure that they have a valid digital signature certificate well in advance to participate in the online event.

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ANNEXURE- I - The List of Items to be procured along with the Quantities and the Auction Start Time & Close Time is as follows:

ITEM DESCRIPTION: FURNITURE / CIVIL WORK FOR GROUND AND 1st FLOOR, SAIKRUPA BlLDG., ZUNJARRAO COMPLEX, KALYAN MURBAD ROAD, SONARPADA, MURBAD MAHARASHTRA – 421 401.

Item

Quantity Opening

Prices in Rs Bid

Decrement in Rs

Opening Time

Closing Time

Proposed Furniture / Civil Work for State Bank Of India – 1 st Floor Mumbai Main Branch (North Wing), M. S. Marg, Fort, Mumbai 400 023.

Package Will be displayed Auction screen

Will be displayed Auction screen

As above As above

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(D) Process Compliance Statement (Annexure II) (The bidders are required to print this on their company’s letter head and sign, stamp before emailing) To, E-Procurement Technologies Ltd. (Auction Tiger) A-801, Wall Street - II, Opp. Orient Club, Nr. Gujarat College, Ahmedabad - 380 006. Gujarat State, India

Sub: Agreement to the Process related Terms and Conditions for the Reverse Auction Dear Sir,

This has reference to the Terms & Conditions for the Reverse Auction mentioned in the Tender document for FURNITURE WORK FOR STATE BANK OF INDIA – GROUND & 1 st FLOOR, SAIKRUPA BLDG., ZUNJARRAO COMPLEX, KALYAN MURBAD ROAD, SONARPADA, MURBAD, MAHARASHTRA.

This letter is to confirm that:

1) The undersigned is authorized representative of the company. 2) We have studied the Commercial Terms and the Business rules governing the Reverse

Auction as mentioned in RFP of SBI as well as this document and confirm our agreement to them.

3) We also confirm that we have taken the training on the auction tool and have understood the functionality of the same thoroughly.

4) We confirm that SBI and ETL shall not be liable & responsible in any manner whatsoever for my/our failure to access & bid on the e-auction platform due to loss of internet connectivity, electricity failure, virus attack, problems with the PC, any other unforeseen circumstances etc. before or during the auction event.

5) We also confirm that we have a valid digital signature certificate issued by a valid Certifying Authority.

6) We also confirm that we will fax the price confirmation & break up of our quoted price as per Annexure III & Annexure IV within 24 hour of the completion of the reverse auction and the format as requested by SBI/ETL.

7) We, hereby confirm that we will honor the Bids placed by us during the auction process.

With regards, Date: Signature with company seal Name: Company / Organization: Designation within Company / Organization: Address of Company / Organization: Scan it and send to this Document on [email protected] /[email protected]

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(E) Price Confirmation Letter (Annexure III) (The bidders are required to print this on their company’s letter head and sign, stamp before emailing)

To, E-Procurement Technologies Ltd. (Auction Tiger) A-801, Wall Street - II, Opp. Orient Club, Nr. Gujarat College, Ahmedabad - 380 006. Gujarat State, India

Sub: Final price quoted during Reverse Auction for FURNITURE WORK FOR STATE BANK OF INDIA – GROUND & 1 st FLOOR, SAIKRUPA BLDG., ZUNJARRAO COMPLEX, KALYAN MURBAD ROAD, SONARPADA , MURBAD, MAHARASHTRA.

Reverse Auction Date:

Dear Sir, We confirm that we have quoted. ---------------------------------------------------- Thanking you and looking forward to the valuable order from SBI. Yours sincerely, For _________________ Name: Company: Date: Seal:

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(F) Price break up (Annexure IV)

Price Break up

As Per Tender Document

(G) Contact Information

E-Procurement Technologies Ltd.

State Bank of India

A-801, Wall Street - II, Opp. Orient Club, Nr. Gujarat College, Ahmedabad - 380 006. Gujarat State, India Tel.:- 91 - 79-41072519 /20/21/18/17 Contact No : 079-40230839/838/840/837 E mail :

To, Assistant General Manager RBO-I, State Bank of India, Thane (Central), Wagle Ind. Area,Plot No.B-35, 2nd Floor,Wagle Estate Circle, Thane (West)- 400 604. Officer Name: Mr. Vivek Kulkarni Email id : [email protected], [email protected], [email protected] Contact No: 8879078087

STATE BANK OF INDIA · 2017-07-10 · 3 of 122 STATE BANK OF INDIA- MURBAD BRANCH FURNITURE CIVIL...

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Transcript of STATE BANK OF INDIA · 2017-07-10 · 3 of 122 STATE BANK OF INDIA- MURBAD BRANCH FURNITURE CIVIL...