indian academy of highway engineers (ministry of … faculty room (03.10.2019).pdf2019/10/03 ·...

Interior Furnishing Works of Faculty Room in Trainees Hostel

of Indian Academy of Highway Engineers (IAHE), Noida

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Indian Academy of Highway Engineers (Ministry of Road Transport & Highways)

Government of India

Interior Furnishing Works of Faculty Room in Trainees Hostel of

Indian Academy of Highway Engineers (IAHE), Noida

REQUEST FOR PROPOSAL (RFP)

October 2019

A-5, Institutional Area, Sector 62, Noida, UP



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INDEX

Sl. No.

Contents Page No.

1

Notice Inviting Tender (NIT) 03

2

Instruction to Bidders 04-10

3

Data Sheet 11-12

4 Appendix-I: General Conditions of the Contract

13-18

5 Enclosure –1 : Declaration about Fraud and Corrupt Practices

19

6 Appendix – II : Formats for Technical Proposals

20-24

7 Appendix - III : Formats for Financial Proposals

25-34

8 Appendix - IV : Technical Specifications

35-59

9 Appendix - V : Drawings

60-72

10 Appendix - Vi : Draft Contract Agreement

73-75



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No. IAHE/Admin/28/MHR-FR/2019-20 Dated: 03.10.2019

Indian Academy of Highway Engineers

(Ministry of Road Transport & Highways) Government of India

NOTICE INVITING TENDER (NIT)

1. On behalf of the IAHE, the undersigned invites bids for the maintenance

work detailed in the table below:

Name of work Approximate

Value of

work (Rs.)

Bid

security

(Rs)

Cost of

documen

t (Rs.)

Period of

completion

1 2 3 4 5

Interior Furnishing Works of Faculty Room

in Trainees Hostel of Indian Academy of

Highway Engineers (IAHE), A-5,

Institutional Area, Sector 62, Noida, UP

Rs. 6.15 Lacs Rs.

30,000/-

Rs. 500/- 02 Months

2. Bids are hereby invited from eligible Agencies/Firms/Companies for Interior Furnishing Works of Faculty Room in Trainees Hostel of Indian Academy of Highway Engineers (IAHE) at Noida. Request for Proposal (RFP) is available online on Central Public Procurement Portal of Government of India i.e. https://eprocure.gov.in. The document can also be downloaded from IAHE’s website (www.iahe.org.in). Cost of the Document in the form of a Non- refundable document fee of Rs. 500 (Rupees five hundred only) in the form of Demand Draft favoring ‘Indian Academy of Highway Engineers’ and payable at Noida must be furnished in a separate envelop while submitting the proposal. Bid must be submitted online at Central Public Procurement Portal of Government of India i.e. https://eprocure.gov.in on or before 24.10.2019 (upto 1500 hrs IST) 3. The following schedule is to be followed for this assignment:

(i) Deadline for downloading of bid: 23.10.2019 (1700 hrs) (ii) Last date for submission of queries: 14.10.2019. (iii) Pre bid meeting in IAHE, Noida: 15.10.2019 (1100 hrs) (iv) Deadline for Submission of bids: 24.10.2019 (1500 hrs)

Yours sincerely,

Deputy Director-1 Indian Academy of Highway Engineers (IAHE)

A-5, Sector-62, NH-24 Bypass, Noida-201301, U.P., Noida Tel: 91-120-2405009 Fax: 91-120-2400087

E-mail: [email protected] Website: www.iahe.org.in

https://eprocure.gov.in/

http://www.iahe.org.in/


mailto:[email protected]



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Instruction to Bidders

No. IAHE/Admin/28/MHR-FR/2019-20 Dated: 03.10.2019

Dear Sir, Subject: Interior Furnishing Works of Faculty Room in Trainees Hostel of Indian

Academy of Highway Engineers (IAHE), Noida 1. Introduction 1.1 Indian Academy of Highway Engineers (IAHE) proposes to engage eligible

Agencies/Firms/Companies for Interior Furnishing Works of Faculty Room in Trainees Hostel of Indian Academy of Highway Engineers (IAHE), Noida

1.2 The IAHE invites Bid (the “Bid”) through e-tender (on-line bid submission) for selection of Agency/Firms/Companies for Interior Furnishing Works of Faculty Room in Trainees Hostel of Indian Academy of Highway Engineers (IAHE), Noida. Agencies/Firms/Companies are hereby invited to submit Bid in the manner as prescribed in the RFP.

1.3 To obtain first-hand information on the assignment and on the local conditions,

the Agencies/Firms/Companies are encouraged to pay a visit to IAHE before submitting the Bid. They must fully inform themselves of local and site conditions and take them into account in preparing the proposal.

1.4 Financial Proposals will be opened only for the firms found to be eligible and

scoring qualifying marks in accordance with Para 5 hereof. The Work will be awarded to the bidder quoting lowest Price.

1.5 Please note that IAHE is not bound to accept any of the bids submitted and

reserve the right to reject any or all bids without assigning any reasons. 1.6 The proposals must be properly signed as detailed below: i. by the proprietor in case of a proprietary firm

ii. by the partner holding the Power of Attorney in case of a firm in partnership (A certified copy of the Power of Attorney on Rs. 100/- stamp paper shall accompany the Proposal).

iii. by a duly authorized person holding the Power of Attorney in case of a Limited Company or a corporation (A certified copy of the Power of Attorney on Rs. 100/- stamp paper shall accompany the proposal).

1.7 Bid Security



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1.7.1 The applicant shall furnish as part of its Proposal, a Bid Security of Rs 30,000/- (Rupees thirty thousand only) in the form of Demand draft/ Banker Cheque of a scheduled bank drawn in favour of Indian Academy of Highway Engineers payable at Noida (the “Bid Security”). The bid security of bidders except lowest bidder is returnable in the form of a Cheque or online transfer to bidder’s account not later than 15 (fifteen) days from the date of Opening of the Financial proposals. Amount of Bid security submitted by the selected bidder shall be converted into performance security upon the bidder signing the contract. If the successful bidder is a MSME’s certified/empaneled Agency/Firm/Company, it is required to submit performance security of Rs. 30,000/- (Rupees thirty thousand only) in the form of Demand draft/ Banker Cheque of a scheduled bank drawn in favour of Indian Academy of Highway Engineers payable at Noida within 15 days of the issue of Letter of Acceptance (LOA) before signing the contract.

MSME’s certified/empaneled Agencies/Firms/Companies are exempted from submission of Bid Security and Tender cost. For the same they are required to submit valid certificate/empaneled letter with the proposal.

1.7.2 Any Bid not accompanied by the Bid Security as above shall be rejected by the

Authority as non-responsive.

1.7.3 The IAHE shall not be liable to pay any interest on the Bid Security and the

same shall be interest free.

1.7.4 The Bidder, by submitting its Bid pursuant to this RFP, shall be deemed to have

acknowledged that without prejudice to the IAHE’s any other right or remedy

hereunder or in law or otherwise, the Bid Security shall be forfeited and

appropriated by IAHE as the mutually agreed pre-estimated compensation and

damage payable to IAHE for, inter alia the time, cost and effort of the IAHE in

regard to RFP including the consideration and evaluation of the Proposal under

the following conditions:

(a) If a Bidder withdraws its Proposal during the period of its validity as

specified in this RFP and as extended by the Applicant from time to time;

(b) In the case of Selected Bidder fails to sign the Agreement.

1.7.5 The bidder should write full address and telephone no. on the formats for Technical & Financial Proposal. Any letter sent by Regd. Post on that address (Department) will be treated as delivered.

2 Documents 2.1 To enable the prospective Bidder to prepare a proposal, please find and use

the attached Documents listed in the Data Sheet.



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2.2 At any time before the submission of proposals, IAHE may, for any reason,

modify the Documents by amendment or corrigendum. The amendment will be uploaded on CPPP apart from IAHE website. IAHE may at its discretion extend the deadline for the submission of proposals and the same shall also be uploaded on CPPP apart from IAHE website.

3. Preparation of Proposal

The proposal must be prepared in two parts viz. Part 1: Technical Proposal Part 2: Financial Proposal

3.1 Document in support of Technical Proposal: 3.1.1 The minimum essential requirement in respect of eligibility has been indicated

in the Data Sheet. The proposal found deficient in any respect of these requirements will not be considered for further evaluation. The following documents must be furnished in the formats given in Appendix-II: (i) Forwarding letter for Technical Proposal in the Form-T1. (ii) Firm’s relevant experience and performance for the last 7 years:

Project sheets in support of relevant experience as per Form-T2 supported by the experience certificates from clients in support of experience as specified in data sheet. Scope of services rendered by the firm should be clearly indicated in the certificate obtained from the client. The bidders are advised to see carefully the evaluation criteria for Technical Proposal and submit the Project Sheets accordingly.

(iii) Firm’s turnover for the last 3 years: A tabular statement as in Form T3 showing the turnover of the Bidder for the last three years beginning with the last financial year (i.e. 2018-19, 2017-18 and 2016-17) certified by a Chartered Accountant/ attachment of copy of the Audited Balance sheet including all related notes, income statements for each of last 3 financial years (i.e. 2018-19, 2017-18 and 2016-17). If financial data (Turn over etc.) for the financial year 2018-19 is not certified by the CA/ Audited Balance sheet for the year 2018-19 is not available, the Bidder can submit the turnover for proceeding last 3 financial years(i.e. 2017-18, 2016-17 and 2015-16).

(iv) Document fee: The fee for the document amounting to Rs. 500/- (Rupees five hundred only) in the form of Demand Draft / Banker Cheque of a scheduled bank drawn in favour of Indian Academy of Highway Engineers payable at Noida must be furnished in a separate envelope while submitting the proposal. MSME’s certified/empaneled Agencies/Firms/Companies are exempted from submission of Bid Security and Tender cost. For the same they are required to submit valid certificate/Empaneled letter with the proposal.

(v) Bid Security: The Bidder shall furnish a Bid Security of Rs 30,000/- (Rupees Thirty thousands only)in the form of Demand draft/ Banker Cheque of a scheduled bank drawn in favour of Indian Academy of



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Highway Engineers payable at Noida (the “Bid Security”). MSME’s certified/empaneled Agencies/Firms/Companies are exempted from submission of Bid Security and Tender cost. For the same they are required to submit valid certificate/Empaneled letter with the proposal.

(vi) The Bidder shall furnish Power of Attorney (POA) on Rs. 100/- Stamp paper, if required, as mentioned in para 1.6 of ITB authorizing the signatory to the Bid.

(vii) The applicant is required to enclose photocopies of the following documents along with the Technical Proposal failing which their bids shall be summarily rejected and will not be considered further:- (a) PAN No. (b) GST Registration No. (c) Registration of the firm with the concerned registering authority of

the Government. (d) Address proof of having registered office / Branch Office in NCR

(Delhi/ Noida/ Ghaziabad/ Gurgaon/ Faridabad). (e) Affidavit, on Rs. 100/- Stamp paper, stating that the

Company/Firm/Agency is not/has not been black listed by Central/any State Government/PSU

(f) Enclosure-2 pertaining to Declaration about Fraud and Corrupt Practices.

3.1.2 The minimum essential requirement in respect of technical capacity has been indicated in the data sheet, the proposal found deficient in any respect of these requirements will not be considered for further evaluation.

3.1.3 The technical proposal must not include any financial information. 3.2 Financial Proposal 3.2.1 The Financial proposal should include the costs associated with the

assignment. The Financial Proposal should be prepared strictly using, the formats attached in Appendix – III. The Financial Proposal should clearly indicate the amount required by the Bidder for complete the same without any assumptions of conditions attached to such amounts. Conditional offer or the proposal not furnished in the format attached in Appendix-III shall be considered non-responsive and is liable to be rejected.

3.2.2 The financial proposal shall take into account all types of the tax liabilities specified in the Data Sheet.

3.2.3 Costs shall be expressed in Indian Rupees. 4 Submission of Proposals:- 4.1 The Bidder shall submit the Technical Proposal & Financial Proposal online

through Central Public Procurement Portal of Government of India i.e. https://eprocure.gov.in.

4.2 The Bidder shall submit the following documents physically:

(a) Document fee amounting to Rs. 500/- (Rupees Five hundred only) in the




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form of Demand Draft / Banker Cheque of a scheduled bank drawn in favour of Indian Academy of Highway Engineers payable at Noida. MSME’s certified/empaneled Agencies/Firms/Companies are exempted from submission of Bid Security and Tender cost. For the same they are required to submit valid certificate/Empaneled letter with the proposal.

(b) Bid Security of Rs 30,000/- (Rupees Thirty thousand only) in the form of Demand draft/ Banker Cheque of a scheduled bank drawn in favour of Indian Academy of Highway Engineers payable at Noida. MSME’s certified/empaneled Agencies/Firms/Companies are exempted from submission of Bid Security and Tender cost. For the same they are required to submit valid certificate/Empaneled letter with the proposal.

(c) Power of Attorney (POA) on Rs. 100/- Stamp paper, if required, as mentioned in para 1.6 of ITB.

4.3 The documents listed at clause 4.2 above shall be placed in an envelope,

which shall be sealed. The envelope shall clearly bear the address and information indicated in the Data Sheet and shall be submitted to IAHE on or before the deadline for submission of bids.

4.4 The envelope shall be addressed to the following office:

Deputy Director-1 Indian Academy of Highway Engineers (IAHE)

A-5, Sector-62, NH-24 Bypass, Noida-201301, U.P., Noida

4.5 If the envelope is not sealed and marked as instructed above, IAHE assumes no

responsibility for the misplacement or premature opening of the contents of the Bid submitted and consequent losses, if any, suffered by the applicant.

4.6 Bids submitted by fax, telex, telegram or e-mail shall not be entertained and

shall be summarily rejected. 4.7 The Bid must be valid for the number of days stated in the Data Sheet from the

closing date of submission of Bid.

4.8 Incomplete, irrelevant conditional bids are liable to be rejected without assigning any reason. Bids not submitted on proper prescribed form shall not be considered and are liable to be rejected without assigning any reason.

4.9 No refund of the cost of bid document/ e-Tender processing fee can be claimed for tenders not accepted or for tenders not submitted.

4.10 In quoting their rates, the bidders should take into account all fluctuations of

market construction rates of materials, as no claim shall be entertained on this account during the acceptance of the tender and the currency of the contract.



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5 Proposal Evaluation 5.1 The proposals would be evaluated by a Committee constituted by Director,

IAHE. A two-stage procedure will be adopted in evaluating the proposal. In the first stage, Technical Proposal will be examined to determine whether:

i) The Proposal is accompanied by Document Fee and Bid Security ii) The Bidder has required experience

iii) The Bidder has required turnover iv)The documents are properly signed by the authorized signatory of the Bidder v) The proposal has been received on or before the dead line of submission.

vi) The proposal is accompanied by the letter of authorization confirmed by a written power of attorney, along with copy of (a) PAN No., (b) GST Registration No. (c ) Registration of the firm with the concerned registering authority of the Government.(d) Address proof of having registered office / Branch Office in NCR (Delhi/ Noida/ Ghaziabad/ Gurgaon/ Faridabad). (e) Affidavit, on Rs. 100/- Stamp paper, stating that the Company/Firm/Agency is not/has not been black listed by Central/any State Government/PSU. (f) Enclosure-II pertaining to Declaration about Fraud and Corrupt Practices.

In case answers to any of the above items is ‘No’ the bid shall be declared as non-responsive and shall not be evaluated further.

Bidders satisfying the minimum Eligibility Criteria as mentioned in the Data

sheet and who had submitted the above mentioned documents shall be declared “pass” in Technical Proposals and Financial Proposal of only those applicants shall be opened and evaluated further.

5.2 Evaluation of Financial Proposal

(i) For financial evaluation, total cost of financial proposal including all

taxes shall be considered. The firm quoting least amount in the format as

given in the Financial Bid shall be ranked L-1.The L-1 bidder shall be declared

as the successful Firm.

6 Performance Security Amount of Bid security submitted by the selected bidder shall be converted into performance security upon the bidder signing the contract. If the successful bidder is a MSME’s certified/empaneled Agency/Firm/Company, it is required to submit performance security of Rs. 30,000/- (Rupees thirty thousand only) in the form of Demand draft/ Banker Cheque of a scheduled bank drawn in favour of Indian Academy of Highway Engineers payable at Noida within 15 days of the issue of Letter of Acceptance (LOA) before signing the contract.



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The performance Security shall be refunded to the contractor after the expiry of twelve months from the date of actual completion of the work in full if no imperfection become apparent in the work upto twelve months respectively.

7. Award of Contract

IAHE will award the work to the Bidder whose Proposal has been determined to be substantially responsive to the RFP and who has quoted the lowest bid price. Selected Bidder will submit its acceptance within 15 days from the date of issue of LOA by IAHE.

8 Signing of Contract Agreement

After having received the acceptance of the selected Bidder to the above of IAHE pursuant to clause 7 and performance security in the case of the successful bidder being a MSME’s certified/empaneled Agency/Firm/Company, IAHE shall invite the selected bidder for signing of Contract Agreement on a date and time convenient to both parties within 15 days of receipt of acceptance and Performance Security of required amount.

9. IAHE’s Right to Accept Any Proposal and To Reject Any or All Proposals. IAHE reserves the right to accept or reject any proposal, and to cancel the bidding process and reject all proposals, at any time prior to the award of Contract, without thereby incurring any liability to the affected Bidder or bidders or any obligation to inform the affected Bidder or bidders of the grounds for the IAHE’s action.

10. IAHE shall keep the bidders informed during the entire bidding process and shall host the following information on its website: i) Notice Inviting Tender (NIT)

ii) Request For Proposal (RFP) iii) Amendments/corrigendum to RFP iv) Name of the bidder who is awarded the Contract

Deputy Director-1 Indian Academy of Highway Engineers

Noida Encl. as above



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DATA SHEET

(References to corresponding paragraphs of ITB are mentioned alongside)

1. The Name of the Work-

Interior Furnishing Works of Faculty Room in Trainees Hostel of Indian Academy of Highway Engineers (IAHE), Noida (Ref. Para 1.1) (The Name of the work should be indicated in the format given in the technical proposal)

2. The name of the Client is: Indian Academy of Highway Engineers,

A-5, Institutional Area, Sector-62 Noida

3. Duration of the work –Two months 4. The Documents are:

i. Appendix-I: General Conditions of Contract ii) Appendix-II Formats for Technical Proposal iii. Appendix-III: Formats for Financial Proposal iv. Appendix-IV: Technical Specifications v. Appendix-IV: Drawings vi. Appendix-IV: Draft Contract Agreement Vii.Enclosure-1: Declaration about Fraud and Corrupt Practices

(Ref. Para 2.1) 5. Bid Security: Rs 30,000/- (Rupees Thirty thousand only) (Ref Para 1.7) 6. Tax (Ref. Para 3.2.2) The selected Bidder shall pay all taxes (including GST), EPF, ESI, fees, levies

and other impositions levied under the laws prevailing seven days before the last date of submission of the bids.

7. Proposal Validity period (Number of days): 60 days (Ref. Para 4.7) 8. Evaluation criteria: (Ref. Para 3 & 5) 8.1 First stage evaluation – Eligibility and Technical qualification & experience. (Ref. Para 3.1 & 5.1)



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Table-1: Minimum Eligibility Requirements

S. No.

Minimum experience and performance of similar nature works (for past performance attach undertaking for any litigation history/ and arbitration).

Average Annual turnover

1.

A Bidder/Firm applying for the work should have experience of successfully execution of Interior furnishing works in any Government Departments/PSUs/Banks during the last 7 years ending last day of the month previous to the one in which applications are invited : One similar completed works costing not less than the amount of Rs. 5.00 lakhs

Or Two similar completed works each costing not less than the amount of Rs. 3.75 lakhs

Or Three similar completed works each costing not less than the amount of Rs. 2.50 lakhs

Average annual financial turnover on construction works for last 3 (three) financial years (i.e. 2018-19, 2017-18 & 2016-17) should be equal to or more than Rs.6.15 lakhs (certified by the Chartered Account along with attested copy of income Tax return/ Audit accounts by CA shall be submitted in support of the turnover of the firm). If financial data (Turn over etc.) for the financial year 2018-19 is not certified by the CA/ Audited Balance sheet for the year 2018-19 is not available, the applicant can submit the turnover for proceeding last 3 financial years(i.e. 2017-18, 2016-17 and 2015-16) and Average annual turnover should be equal to or more than Rs.6.15 lakhs.

The Bidder shall fulfill all the requirements given in Table-1. 8.2 Second stage – Evaluation of Financial proposal Financial Proposals of all technically qualified bidders in accordance with clause 5.1 and 5.2 of Instructions to Bidders shall be opened. The work will be awarded to the bidder who has offered the lowest evaluated Bid Price in accordance with clause 1.4 and 5.2. 9. Commencement of Assignment: The Contractor shall commence the services

within fifteen days of the date of signing of Contract Agreement.



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APPENDIX- I

General Conditions of Contract

1. The quantities given in the bill of quantity are approximate and variation up to 25% on either side on printed quantities may occur without entitling the contractor to any compensation or extra rate.

2. Before physical commencement of the work, the Contractor shall notify in writing the name of his authorized representative who will always remain available at the site of work. The Contractor shall be fully responsible for the orders / instructions received by his representatives regarding quality, progress and materials from the designated officer of IAHE (Deputy Director-1 or any other officer with direction from Director, IAHE in writing).

3. All the materials collected by the contractor during execution of work shall be properly stacked and arranged as per directions of the designated officer of IAHE (Deputy Director-1 or any other officer with direction from Director, IAHE in writing).

4. Contractor can make its own arrangement of water and electricity for construction work at site or avail the services of IAHE. However, Contractor cannot make any claim for non-awarding of services during the period. All the building material for the work shall be arranged by the Contractor at his own cost.

5. The Contractor shall be fully responsible for setting out the works and for the correctness of the positions, levels, dimensions and alignments strictly according to the plan / architectural and structural drawings and all necessary instruments, pegs poles and other material required for the purpose shall be arranged by the Contractor.

6. The Contractor shall give sufficient supervision to the work using his best skill

and attention. He shall provide necessary qualified staff to supervise the

execution of the work. The supervisory staff of the Contractor will not be

changed without the approval of the designated officer of IAHE (Deputy

Director-1 or any other officer with direction from Director, IAHE in writing).

7. The Contractor shall be responsible for the damage to any property or any injury to person whatsoever caused by him or anybody in his employment or caused in consequence of his work. He will indemnify and keep IAHE un-indemnified against all claims, demands, proceedings, charges and expenses and compensation, whatsoever, in respect of the or in relation to any such injuries or damages. The Contractor shall take all necessary precautions for the safety of his employees on the work site and shall comply with all applicable provisions of safety law and building codes to prevent accident or injuries to person on the work site.

8. The Contractor shall keep at his own, whole of the excavated area free from water, however, if excavation is filled with water the contractor shall provide



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all pumping equipment temporary drain and such cuts / excavation shall be made good at the completion of work at his own cost.

9. The Contractor shall confine his equipment storage of materials separately from his works and people to the limits as directed by the designated officer of IAHE (Deputy Director-1 or any other officer with direction from Director, IAHE in writing) and shall not unnecessarily spread the premises with his materials and hutment's.

10. A site order book shall be maintained at the site of the work in which instructions shall be given to the Contractor as and when necessary. These orders shall have to be signed and complied by the Contractor or in absence by his authorized representative or agent and in such case it will be presumed that same have been conveyed to him in time.

11. The Contractor shall at all time keep the premise free from accumulated waste material or rubbish caused by his employees on the work and on completion of the work he shall clear away whole site from such material and fill up the borrow pits / cuts dug by him. He will leave whole of the site and work clear in a workman like. Nothing extra shall be paid to Contractor for this clearing up. The Contractor shall maintain and keep the area in agreed sanitary condition for

the use of men engaged in the work by him and shall remove and clear all

structures etc. which may have been setup by the Contractor for

accommodating his staff / labour on the completion of work to the satisfaction

of the designated officer of IAHE (Deputy Director-1 or any other officer with

direction from Director, IAHE in writing).

12. All the material and workmanship and it’s working procedure shall be strictly as

per as described in the Contract Tender Specification at appendix IV. Other

items or part(s) of items not covered therein, CPWD or any other applicable

specification will be followed with approval of the designated officer of IAHE

(Deputy Director-1 or any other officer with direction from Director, IAHE in

writing).

13. The Contractor will have to remove any person employed on the work if so desired by the designated officer of IAHE (Deputy Director-1 or any other officer with direction from Director, IAHE in writing) for any reason.

14. The Contractor shall not put hindrance to any person or to the contractor's authorized by the department to carry out the works of any nature entrusted to him in the sector, in the vicinity or itself inside the building, the works of water supply, sanitary and electric installation etc. The Contractor shall have to allow the other party to work and adjust his work accordingly and no claim shall be entertained on this account. In case of any dispute the decision of the E/I shall be final and binding upon the all parties concerned.

15. The Contractor will have to follow all existing rules and regulations of the Government & labour department or as amended from time to time regarding the labour employed by him without entitling him for any extra claim on this account.



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16. The Contractor shall do his work in such a way that the work of other Contractor is not hindered.

17. Any claim during the period of contract will be submitted in writing within the currency of the contract bond failing which the claim may not be entertained.

18. The Contractor must get acquainted with the proposed site for the work and study all the specifications and conditions carefully before tendering. The work shall be executed as per programme / dates drawn by the designated officer of IAHE (Deputy Director-1 or any other officer with direction from Director, IAHE in writing). If part of the site is not available due to any reason the programme of the Contractor shall be modified to suit the availability of site and the Contractor shall have no claim for compensation on this account.

19. Samples of materials and items of work shall have to be got approved by the Contractor from the designated officer of IAHE (Deputy Director-1 or any other officer with direction from Director, IAHE in writing) before execution. The approved samples of material shall be sealed under the signature of the Contractor and the designated officer of IAHE (Deputy Director-1 or any other officer with direction from Director, IAHE in writing) and shall be kept in the office of the designated officer of IAHE (Deputy Director-1 or any other officer with direction from Director, IAHE in writing).

20. The Contractor shall have to supply required Non-Judicial Stamp Papers for execution of contract bond at his own cost.

21. Works to be open to inspection.

All works under or in course of execution or executed in pursuance of the contractor shall at time be opened to the inspection and supervision of the designated officer of IAHE (Deputy Director-1 or any other officer with direction from Director, IAHE in writing) and the Contractor shall present at work site at all times during the inspection and usual working hours. At all other times it notice for the inspection of site by the designated officer of IAHE (Deputy Director-1 or any other officer with direction from Director, IAHE in writing) is given to the Contractor, Contractor should either himself be present to receive orders and instructions of a responsible authorized agent be present for the purpose. Orders given to the Contractor's agent shall be considered to have the same force as if they had been given to the contractor himself. The Contractor shall also provide all facilities necessary for inspection of the work by the designated officer of IAHE (Deputy Director-1 or any other officer with direction from Director, IAHE in writing) for which no payment shall be made to the contractor.

22. Any recovery pointed out by the Technical inspection wing/quality surveillance team appointed or authorized by Director, IAHE shall also be effected from the Contractor's dues available with IAHE and the Contractor shall have no claim for such deduction of amount whatsoever. In case of any dispute the decision of Director, IAHE shall be final and binding on the Contractor.

23. That the variation of the quantities of work shall not be allowed to be executed



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beyond the stipulated quantity in the agreement without prior approval of the designated officer of IAHE (Deputy Director-1 or any other officer with direction from Director, IAHE in writing).

24. In case it is found that the tender as submitted forced/fecitious documents along with the tenders, his offer will be cancelled and security deposit will be forfeited. Also the Contractor can be black listed for tendering for IAHE work.

25. The payment of royalty levied by State/Central/other institutions on minerals and other conditions issued time to time by the Government shall be the responsibility of the contractor. The IAHE shall be free to take appropriate action without any notice in case of non-compliance/ non submission of documents of the said payment.

26. The construction material of any kind that is stored in the site will be fully covered in all respects so that it does not disperse in the air in any form.

27. The dust emissions from the construction site should be completely controlled and all precautions taken in that behalf.

28. Every worker working on the construction site and involved in loading, unloading and carriage of construction material and construction debris shall be provided with mask to prevent inhalation of dust particles.

29. Every Project proponent shall be under obligation to provide all medical help, investigation and treatment to the workers involved in the construction of building and carry of construction material and debris relatable to dust emission.

30. The Contractor should take appropriate measures and strictly comply with by fixing sprinklers and creations of green air barriers on construction site.

31. Compulsory use of wet-jet in grinding and stone cutting.

32. Wind breaking walls around construction site and proper maintenance of greenbelt should be answered.

33. All builders shall ensure that C&D waste is transported and disposed to the C&D waste site only and due record in that behalf shall be maintained by the builders and transporters.

34. It shall be the responsibility of every builder that all the construction material and debris shall be carried in the trucks or other vehicles which are fully covered and protected so as to ensure that the construction debris or the construction material does not get dispersed into the air or atmosphere, in any form whatsoever.

35. The vehicles carrying construction material and construction debris of any kind should be cleared before it is permitted to ply on the road after unloading of such material.

36. Project proponent should demarcate transportation routes for vehicles in a well-planned manner to avoid traffic congestion in and closed the construction site.

37. Project proponent shall ensure that periodical auto maintenance report from



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the contractor to avoid vehicular pollution.

38. Fitness certification is a statutory requirement for commercial vehicles and public transport vehicles. Periodicity for certification is once in a Year.

39. Pollution under Control (PUC) certificates are required to be obtained every three months for all categories of vehicles and Life of vehicle should be inspected to avoid further air pollution.

40. Viable emission control technologies exist to reduce diesel exhaust emissions designed to control particulate matter (PM) should be installed/used such as Diesel oxidation catalysts (DOCs), Diesel particulate filters (DPFs), Exhaust gas recirculation (EGR), Selective catalytic reduction (SCR), Lean NOx catalysts (LNCs), Lean NOx traps (LNTs).

41. The Vehicles carrying garbage should be covered with polythene/Tripal otherwise contractor will be suitably penalized.

42. Garbage, dry leafs burning is a serious offence. If it is found at site, respective contractor will be suitably penalized.

43. Payment to the Contractor shall be paid as per actual quantities of various items

executed by the Contractor and certified by the designated officer of IAHE

(Deputy Director-1 or any other officer with direction from Director, IAHE in

writing) against the said work after completion of whole work in one go. No part

payment or running bills shall be passed or paid. The said work shall be

completed within a period of 2 months from the commencement of work. If the

Contractor delays the completion of the project, a penalty of Rs. 3,000/- per

day shall be imposed upto 10 days (maximum upto Rs. 30,000/-) and deducted

from their bill. If Contractor does not complete the work within a period of 2

months plus additional 10 days as mentioned above, the said Contract

agreement shall be cancelled by IAHE and his Performance Security of Rs.

30,000/- shall be forfeited by IAHE and no payment shall be released for part

work executed by the Contractor.

44. The agency shall observe the highest standard of ethics during the selection and

execution of such contracts. In pursuance of this policy, IAHE for the purpose of

this paragraph, the terms set forth below as follows:

(i) “corrupt practice” means the offering, giving, receiving, or soliciting, directly or

indirectly, of anything of value to influence the action of a public official in the selection process or in contract execution;

(ii) “fraudulent practice” means a misrepresentation or omission of facts in order to

influence a selection process or the execution of a contract.



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(iii) “collusive practices” means a scheme or arrangement between two or more consultants with or without the knowledge of the Client, designed to establish prices at artificial, non competitive levels;

(iv) “coercive practices” means harming or threatening to harm, directly or

indirectly, persons or their property to influence their participation in a procurement process, or affect the execution of a contract.

(v) “undesirable practice” means (i) establishing contact with any person connected

with or employed or engaged by the client with the objective of canvassing, lobbying or in any manner influencing or attempting to influence the Selection Process; or (ii) having a Conflict of Interest; and

(vi) “restrictive practice” means forming a cartel or arriving at any understanding or

arrangement among Applicants with the objective of restricting or manipulating a full and fair competition in the Selection Process.



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Enclosure-I

DECLARATION ABOUT FRAUD AND CORRUPT PRACTICES

We certify that in last three years, we have neither failed to perform on any contract, as evidenced by imposition of a penalty by an arbitral or judicial authority or a judicial pronouncement or arbitration award, nor been expelled from any project or contract by any public authority nor have had any contract terminated by any public authority for breach on our part. We declare that:

a) We have not directly or indirectly or through an agent engaged or indulged in any corrupt practice, fraudulent practice, coercive practice, undesirable practice or restrictive practice in respect of any tender or request for proposal issued by or any agreement entered into with IAHE or any other public sector enterprise or any Government, Central or State; and

b) We hereby certify we have taken steps to ensure that no person acting for us

or on our behalf has engaged or will engage in any corrupt practice, fraudulent practice, coercive practice, undesirable practice or restrictive practice.

We certify that in regard to matters other than security and integrity of the

country, we or any of our Associates have not been convicted by a Court of Law or indicted or adverse orders passed by a regulatory authority, which could cast a doubt on our ability to undertake the Project or which relates to a grave offence that outrages the moral sense of the community.

We further certify that in regard to matters relating to security and integrity

of the country, we have not been charge-sheeted by any agency of the Government or convicted by a Court of Law.

We further certify that no investigation by a regulatory authority is pending

either against us or against our CEO or any of our directors / managers / employees.

Signature; Name & Designation with office Seal



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APPENDIX-II

TECHNICAL PROPOSAL

Form-T1

Letter of Proposal (On Bidder’s letter head)

(Date and Reference)

To, **********

*********

*********

Sub: Interior Furnishing Works of Faculty Room in Trainees Hostel of Indian Academy of Highway Engineers (IAHE), Noida

Dear Sir,

With reference to your RFP Document dated 3rd October 2019, I/we, having examined all relevant documents and understood their contents, hereby submit our Proposal for Interior Furnishing Works of Faculty Room in Trainees Hostel of Indian Academy of Highway Engineers (IAHE), Noida. The proposal is unconditional and unqualified. 2. All information provided in the Proposal and in the Appendices is true and

correct and all documents accompanying such Proposal are true copies of their

respective originals.

3. This statement is made for the express purpose of engagement as the Contractor

for the aforesaid Project.

4. I/We shall make available to IAHE any additional information it may deem

necessary or require for supplementing or authenticating the Proposal.

5. I/We acknowledge the right of the authority to reject our bid without assigning

any reason or otherwise and hereby waive our right to challenge the same on

any account whatsoever.

6. I/We certify that in the last three years, we or any of our Associates have

neither failed to perform on any contract, as evidenced by imposition of a

penalty by an arbitral or judicial authority or a judicial pronouncement or

arbitration award against the Bidder, nor been expelled from any project or

contract by any public authority nor have had any contract terminated by any

public authority for breach on our part.



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7. I/We understand that you may cancel the selection process at any time and that

you are neither bound to accept any Proposal that you may receive nor to select

the Contractor, without incurring any liability to the Bidder in accordance with

Clause 9 of the ITB.

8. I/We certify that in regard to matters other than security and integrity of the

country, we or any of our Associates have not been convicted by a Court of Law

or indicted or adverse orders passed by a regulatory authority which would cast

a doubt on our ability to undertake the work or which relates to a grave offence

that outrages the moral sense of the community.

9. I/We further certify that in regard to matters relating to security and integrity

of the country, we have not been charge-sheeted by any agency of the

Government or convicted by a Court of Law for any offence committed by us or

by any of our Associates.

10. I/We further certify that no investigation by a regulatory authority is pending

either against us or against our Associates or against our CEO or any of our

Directors/Managers/employees.

11. I/We hereby irrevocably waive any right or remedy which we may have at any

stage at law or howsoever otherwise arising to challenge or question any

decision taken by IAHE [and/ or the Government of India] in connection with the

selection of Contractor.

12. The Bid Security of Rs 30,000 (Rupees Thirty thousand only) and fee for

document of Rs. 500/- (Five hundred only) in the form of a Demand draft/

Banker Cheque are attached, in accordance with the RFP document. MSME’s

certified/empaneled Agencies/Firms/Companies are exempted from submission

of Bid Security and Tender cost. For the same, valid certificate/empaneled

letter is attached with the proposal*.

*Strike out the detach that are in applicable

13. I/We agree and understand that the proposal is subject to the provisions of the

RFP document. In no case, shall I/we have any claim or right of whatsoever



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nature if the work is not awarded to me/us or our proposal is not opened or

rejected.

14. I/We agree to keep this valid for 60 (Sixty days) days from the Proposal Due Date

specified in the RFP.

15. A Power of Attorney in favour of the authorized signatory to sign and submit this

Proposal and documents is attached herewith.

16. In the event of my/our firm being selected as the Contractor, I/we agree to

enter into any Agreement in accordance with the form Appendix VI of the RFP.

We agree not to seek any changes in the aforesaid form and agree to abide by

the same.

17. I/We have studied RFP and all other documents carefully and also surveyed the

Project site. We understand that except to the extent as expressly set forth in

the Agreement, we shall have no claim, right or title arising out of and

documents or information provided to us by IAHE or in respect of any matter

arising out of or concerning or relating to the selection process including the

award of work.

18. Both The Technical Proposal & Financial Proposal are being submitted online

only.

19. I/We agree and undertake to abide by all the terms and conditions of the RFP

Document. In witness thereof, I/we submit this Proposal under and in

accordance with the terms of the RFP Document.

Yours faithfully, (Signature, name and designation of the authorized signatory)

(Name and seal of the Applicant/Lead Member) Enclosures:

1. Power of Attorney (POA)as mentioned in para 1.6 of ITB.

2. Bid Security & document fee as mentioned in para 3.1.1 of ITB.

3. Firm’s relevant experience as mentioned in para 3.1.1 of ITB (Form T-2 with

enclosures).

4. Firm’s turnover as mentioned in para 3.1.1 of ITB (Form T-3 with enclosures).



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Appendix- II Form-T2

FIRM’S RELEVENT EXPERIENCE Relevant works carried out in the Last seven Years with Best Illustrate Qualifications The following information should be provided in the format below for each reference assignment for which your firm, either individually as a corporate entity or as one of the major companies within a consortium, was legally contracted by the client:

Details of work Experience Name of the Firm: Project

Name

Name of

the

Employer*

Description

of work

Contract

No.

Value of

Contract

(Rs.

lakhs)

Date of

issue of

work

order

Stipulated

period of

completion

Actual date

of

completion*

Remarks

explaining

reasons

for delay

& work

completed

Note: *Attach certificate(s) form the Engineer(s)-in-Charge/ Client

1. Only the value of contract as executed by the firm in its own name should be indicated. All the pages of the Technical Bid are to be numbered continuously and page no is to be referred under the reference column

2. All the details should be supported by documentary proof, i.e., clients

certificates .

3. The experience of the Principal Firm / Agency will only be considered for evaluation of Tender. The experience of any Strategic alliance / partnership firm etc, will not be considered for evaluation

Signature of Authorized Representative

(Certificate from Employer regarding experience should be furnished)



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APPENDIX-II

Form- T3

Financial Capacity of the Applicant

Name of the tenderer:

All amount in Rupees in Lakh

SN Description 2016-17 2017-18 2018-19 1. Annual Turnover

NOTE: 1. Attach copies of the audited balance sheets, including all related notes,

income statements for the last three audited financial year, as indicated above.

2. The financial data in above prescribed Performa shall be certified by Chartered Accountant/Company Auditor under his signature & stamp.

3. The Annual Turnover of the Principal Firm / Agency will only be

considered for evaluation of Tender. The Annual Turnover of any Strategic alliance / partnership firm etc, will not be considered for evaluation.

4. If financial data (Turn over etc.) for the financial year 2018-19 is not certified by the CA/ audited balance sheet for the year 2018-19 is not available, the applicant can submit the turnover for subsequent last 3 financial years (i.e. 2015-16, 2016-17 and 2017-18).

Please do not attach any printed Annual Financial Statement.

Signature of Authorized Representative

(Certificate from Employer regarding experience should be furnished)



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Appendix III

(Form- F-1) FINANCIAL PROPOSAL

FROM: TO: ________________________ ________________________ ________________________ ________________________ ________________________ ________________________ Sir: Subject: Interior Furnishing Works of Faculty Room in Trainees Hostel of Indian Academy of Highway Engineers (IAHE), Noida - Regarding Price Proposal I/We____________________________________ agency/ firm herewith enclose*Price Proposal for selection of my/our firm/organization as Executing agency/ firm for ________________ Yours faithfully, Signature________________

Full Name_______________

Designation______________

Address_________________

(Authorized Representative)

*The Financial proposal is to be filled strictly as per the format given in RFP.



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Appendix III

Form-F-2

(Estimated cost along with Bill of quantities)

S.NO. DESCRIPTION

QTY UNIT RATE AMOUNT

1 Taking out existing aluminium door frame as required, all complete as per the direction of the Engineer-in-charge.

3.00 Nos 500.00 1500.00

2 Taking out existing aluminium window frame as required, all complete as per the direction of the Engineer-in-charge.

1.00 Nos 600.00 600.00

3 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : Of area beyond 3 sq. metres

8.98 Sqm 81.00 727.38

4 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm

52.42 Sqm 31.55 1653.85

5 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.

22.18 Sqm 22.40 496.83

6 Dismantling wooden boardings in lining of walls and partitions, excluding supporting members but including stacking within 50 metres lead : Thickness above 10 mm up to 25 mm

39.69 Sqm 33.15 1315.72

7 Dismantling of plumbing fixture including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead.

3.00 Nos. 500.00 1500.00

8 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.

5.00 Trolly 750.00 3750.00



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9 GYP BOARD CEILING :-Providing and fixing false ceiling at all height including providing and fixing of framework made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of `angle hanger fixed with intermediate G.I. channels 45x15x0.9mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long drywall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of drywall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square SUB HEAD : 12- ROOFING 742 edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge.

43.30 Sqm 1117.65 48394.25

excluding the cost of painting with : Including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 12.5 mm thick tapered edge gypsum fire resistance board conforming to IS:2095-Part I. Gypsum Board Ceiling- Armstrong/Hunter/Douglas/USG/USG Boral/ approved equivalent

10 Providing and Applying plaster of Paris putty of 2mm thickness over Plastered surface to prepare the surface even and smooth complete

28.01 Sqm 110.00 3081.10



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11 Wall painting with premium texture paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre. of Approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats. (Make: Asian paint/Berger/Nerolac)

28.01 Sqm 425.00 11904.25

12 Wall painting with premium plastic Emultion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre. of Approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats. (Make: Asian paint/Berger/Nerolac)

43.30 Sqm 225.00 9742.50

13 Polishing on wood work with Malamine polish of approved brand and manufacture. For new work

12.53 Sqm 751.00 9410.03

14 Providing and fixing frame work for partitions/ wall lining etc. made of 50x50x2.6 mm hollow MS tube, placed along the walls, ceiling and floor in a grid pattern with spacing @ 60 cm centre to centre both ways (vertically & horizontally) or at required spacing near opening, with necessary welding at junctions and fixing the frame to wall/ ceiling/ floors with steel dash fasteners of 8 mm dia, 75 mm long bolt, including making provision for opening for doors, windows, electrical conduits, switch boards etc., including providing with two coats of approved steel primer etc. complete, all as per direction of Engineer-in-charge.

292.20 Kg 75.00 21915.00

15 Painting with synthetic enamel paint, having VOC (Volatile Organic Compound) content less than 150 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two Coats. (Make: Asian paint/Berger/Nerolac)

14.64 Sqm 125.00 1830.00

16 Providing and fixing MDF over frame with use of adhesive and headless nail and screw making plywood surface leveled before pasting laminate.

(a) 4 mm thick 2.06 Sqm 740.00 1524.40

(b) 6 mm thick 17.00 Sqm 820.00 13940.00

© 12 mm thick 15.26 Sqm 1075.00 16404.50

17 Providing and fixing 4mm thick vineer in specified pattern , shade and fixed on plywood with adhesive all complete

6.47 Sqm 1150.00 7440.50

18 Providing and fixing1mm thick laminate in specified pattern , shade and fixed on plywood with adhesive all complete (Make: Greenlam/ Centuary mica/ marino/ Formica/Duro)

14.57 Sqm 750.00 10927.50

19 Providing and laying Wall Vitrified tiles in different sizes (thickness to be specified by manufacturer) on wall , with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. Tile size 300 x 600 (Make- Kajaria/ Orient/ Somany/ H.R. Johnson/Vermora ) on wall

18.35 Sqm 1337.00 24533.95



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20 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. Tile size 1200 x 600 (Make- Kajaria/ Orient/ Somany/ H.R. Johnson/Vermora )

27.11 Sqm 1545.85 41907.99

21 Providing and laying Anti skid Vitrified tiles in 45 0 x 450 mm (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. Tile size 450 x 450 (Make- Kajaria/ Orient/ Somany/ H.R. Johnson/Vermora )

3.93 Sqm 1069.04 4201.33

22 Providing and fixing skirting up to 75 mm height, with vitrified tiles with same specification as of floor

25.83 R mt. 260.00 6715.80

2 Supply and installation of curtain made out of cotton fabric line single layer of fabric hemmed at the bottom and sides of any colour and design as per the direction of in charge with necessary accessories to fix the curtain etc basic Rate of Fabric 350 Rm

7.00 Nos. 2000.00 14000.00

24 Providing and fixing in position 4 mm float glass mirror fixed on 4 mm marine ply, all complete with pasting with silicon of reputed brand . Cost of glass included beveling on all side

1.13 Sqm 4200.00 4746.00

25 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).(Teak wood)

0.14 cum 130183.05 18225.63

26 Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters :35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. (Make- Century/ Archid/ Sonear )

6.06 Sqm 1886.70 11433.40

27 Extra for providing lipping with 2nd class teak wood battens 25mm minimum depth on all edges of shutters (over all area of door shutter to be measured) over item no. 9.20 and 9.21

6.06 Sqm 401.40 2432.48

28 Providing and fixing 1mm thick laminate in specified pattern , shade and fixed on plywood with adhesive all complete (Make- Greenlam, Century mica , Marino, Formica, Duro)

6.06 Sqm 968.00 5866.08

29 Providing and fixing 4mm thick vineer in specified pattern , shade and fixed on plywood with adhesive all complete

6.06 Sqm 968.00 5866.08

30 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. (Make- Godrej, Doorset)

1.00 No.s 1500.00 1500.00



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31 Providing and fixing chromium plated brass 100 mm mortice latch and a pair of lever handles of approved quality with necessary screws etc. complete.

2.00 No.s 1500.00 3000.00

32 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :

(a) 250x10 mm 3.00 Nos 377.00 1131.00

(b) 100x10 mm 3.00 Nos 160.00 480.00

33 Providing and fixing 6mm. Thoughened glass in wooden frame, including beading and silicon (Make- Pilkington, Saint Gobain, Modiguard)

1.92 Sqm 1400.00 2688.00

34 Providing and fixing Trap doors made with 18mm waterproof plywood with Aluminum support structure all around and one intermediate section. Plywood to be lipped with TW lipping and finished with 1mm laminate on ply and duco paint on lipping. Rate to include either concealed or cut hinges ( 2 pairs) dead lock, concealed aldrop, recessed handles etc all complete. Additional support in the false ceiling ot take the weight of the trap doors also to be included in the rate. Size- 600mm x 600mm

1.00 Nos 3500.00 3500.00

35 Providing and fixing of wardrobes in rooms the size shall be 1200L x 570D x 2400ht . Made of 18mm thick Ply board with 1mm thk. laminate and PVC edge band of 2.0mm thickness.The shutter are provided with 4 mm thick teak vineer on the boder and in center with 1 mm thk. laminate. Individual locks and recessed handles, with Provission of Hanging rod - one number . The colour shade will as per the approved shade by Engineer in charge / Architect. See drawing ID_301

2.88 Sqm 15000 43200

36 Providing fixing counter made out of ms hollow pipe understructure covered with 18 mm thick ply board finished with 1 mm thick laminate with Provission of two drawers made of 18mm thickply board ,fitted on full length ball based telescopic channels with groves as per drawing See drawing ID_102

1.47 Sqm 10000 14700

37 Providing fixing Washbasin countermade out of black stone understructure and black granite stone on top. The under counter storage shall be covered with WPC (unlaminated) boards. Platform height shall be 36" See drawing ID_303

0.52 Sqm 10000 5200

38 Providing and supplying bed of size75”Wx85”LX40”H without mattress size W72"XL78' . Skeletan fabricated in seasoned wood frame size 75 mm x 38 mm for side and back as per desing in required slope for back with necessary supports for bed framing. 75mm thick high density U-foam [ 43kg/m3] for back should have 50mm thick high density Ufoam padding. includes fixing to entire wooden framing externally . ( Finshed ht. should be 350 mm ), 75 mm thk. for back. All loose cushions and padding to be covered with approved Upholstry with Stain and water resistant 3M coating and as per Architects. See drawing FURN_102

1 Nos. 30000.00 30000



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39 Bed side table made of 18mm thick ply board finished with veneer on all side .The side unit having two drawers made of 18mm thick mdf finished in 1 mm thick laminate Based on wooden tapered 4 Nos tapered leg fitted on full length ball based telescopic channels . grove to be made for handle See drawing FURN_102

2.00 Nos. 4500.00 9000

40 Providing and supplying sofa with upholstered arms. Skeletan fabricated in seasoned wood frame size 75 mm x 38 mm for sofa seat, back and arms as per desing in required slope for seat and back with necessary supports for seat framing. Sofa back and seat internal frame to be fixed with Heavy duty jalebi spring covered with. 75mm thick high density U-foam [ 43kg/m3] for seat, arm rest & back should have 50mm thick high density Ufoam padding. includes fixing to entire wooden framing externally . Complete with 100 mm thk. high density foam for loose cushioning for seat ( Finshed ht. should be 400 mm ), arm rest and 75 mm thk. for back. All loose cushions and padding to be covered with approved Upholstry with Stain and water resistant 3M coating and as per Architects. See drawing FURN_101

1.00 Nos. 25000.00 25000

41 Center Table made up of 32 mm thick ply board finishd with veneer housed on 4 nos wooden tapered leg See Drawing no Furn_101

1.00 Nos. 8000 8000

42 Study table with luggage rack is made of 18 +18 mm thick ply board finished with veneer on all side fitted on wooden tapered leg .The table have a provision of two drawers made of 18mm thick mdf finished in 1 mm thick laminate . fitted on full length ball based telescopic channels . grove to be made for handle . Luggage rack top is finnished in vineer with 12 mm thick ss strip to protect base from scretch See drawing FURN_103

1.00 Nos. 12000 12000

43 Study chair to be selected from approved manufacture chair chair mold to be made up of wood with light cuision and covered with fabric. Legs of chair will be in metal with wooden finish See Drawing FURN_ 103

1 Nos. 8400 8400

44 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge.

A 15 mm nominal outer dia Pipes 9.00 RM 296.89 2672.01

B 20 mm nominal outer dia Pipes 4.00 RM 343.5 1374

C 25 mm nominal outer dia Pipes 2.00 RM 402.29 804.58

45 Providing and fixing on wall face unplasticised - PVC fittings/ accessories for unplasticised Rigid PVC pipesmoulded conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion.

A 110 mm diameter 4.00 RM 285 1140

B 75 mm diameter 5.00 RM 242 1210

C 50 mm diameter 2.00 RM 165 330



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46 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion.

Bend 87.5° --

A 110 mm bend 2.00 RM 136 272

B 75 mm bend 3.00 RM 125 375

C 50 mm bend 3.00 RM 110 330

47 Providing, fixing, testing and commisioning of white colour, vitreous Cina wall mounted type water closet with C.P. bolts, nuts, C.I. chair or other hanging arrangements, 32 mm CP brass type push button flush valve, 32 mm flush bend, bakelite seat cover with C.P. hinges & rubber buffers, C.P. brass screw, washer with all accessories, including cutting and marking good the walls & floor slab wherever required.wall mounted closet (Jaquar- Continental -CNS WHT 961S)

1.00 each 11000.00 11000.00

48 Providing and fixing concealed cistern including brickwork (Jaquar- JCS WHT 2400P) 1.00 each 9250.00 9250.00

49 Providing and fixing Flush Plate including (Jaquar- JCP CHR 852415 ) 1.00 each 2200.00 2200.00

50 Providing and fixing Angularstop cock with wall flange ( Jaquar ARI -39053)

1.00 each 1326.00 1326.00

51 Providing and fixing Health Faucet (Jaquar ALD -IVC 585) 1.00 each 1362.00 1362.00

52 Providing and fixing toilet paper holder. (Jaquar AKP -35751P) 1.00 each 1400.00 1400.00

53 Providing, fixing, testing and commisioning of starwhite colour vitreous china below/ over counter wash basin with CP brass waste assembly, wall flanges and rubber adapters for water connection complete (Jaquar FLS-WHT-5601)

1.00 each 8398.00 8398.00

54 Providing and fixing wall mounted single lever basin mixture with concealed body (Jaquar ARI 39233K , ALD-233 ) 1.00 each 7500.00 7500.00

55 Providing and fixing Wste coupling 32 mm size full threaded (Jaquar ALD -705 ) 1.00 each 650.00 650.00

56 Providing and fixing ABS Bottle Trap for Wash basin 1.00 each 1500.00 1500.00

57 Providing and fixing 1300 x 1200mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.

1.00 each 5600.00 5600.00

58 Providing and fixing of CP brass twin coat hook (Jaquar-AKP 35761P ) 1.00 each 900.00 900.00

59 Providing and fixing of C.P. brass angle valve with C.P. wall flange, Nut and Washer etc. complete as required. Jaquar Model No. CON 053 KN)

1.00 each 750.00 750.00

60 Providing and fixing of Overhead shower 105mm,with diverter (inner body and outer plate )and spout 2 way complete set (Jaquar :OHS-1989 , ARI-39065K , ALD-065)

1.00 each 9500.00 9500.00

61 Providing and fixing single towel rail 600 mm long stainless steel (Jaquar AKP-35711PS) 1.00 each 3100.00 3100.00

62 Providing and fixing floor drain jali 4" dia in abs material 4.00 each 750 3000.00



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63 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single Core cable etc. as required. (Make- FINOLEX/ SKYTON/ BATRA & HENLAY/ BONTON/ GRANDLAY/RELISONS)

12.00 point 845 10140.0

64 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface /recessed medium class PVC conduit, 2 way modular switch, modular plate,suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC Insulated copper conductor single core cable etc. as required.

3.00 point 1290 3870.0

65 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire (for 6A Socket)

20.00 mtrs 167 3340.0

66 Wiring for power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.

15.00 mtrs 168 2520.0

67 Supply and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3pin 5/6A modular socket outlet and 5/6 amps modular switch, connection, painting etc as required.

9.00 Nos. 401 3609.0

68 Supply and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 15/16 Amp modular socket outlet and 15/16 amps modular switch,connection, painting etc as required.

2.00 Nos. 495 990.0

69 Supplying and fixing 20 A, 240 V, SPN Industrial type socket outlet, with 2 pole and earth, metal enclosed plug top along with 20 A, “C” curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with Chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. for AC

1.00 Nos. 1232 1232.0

70 Supplying and fixing 16A Key Card Switch Module. Once installed, they function as control devices located at the main entry door, controlling all permanently installed luminaires

1.00 Nos. 4000 4000



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71 Supply and Installation, connecting, testing and commissioning & Receiving of recessed mounting type Led light fixture, LED of 1 to 3 W Nos. assembled on single MCPCB, & having 50000 burning hrs life with minimum @ L70, system lumen output should be minimum with efficacy> 80lm/W. LED driver, PF 0.95 & THD <20%. The colour rendering index of LED light should be more than 70. Housing made of CRCA with glare free diffused polycarbonate cover. Submission LM 80-08 Form LED Source Manufacturer & LM79-08 / IS16106 from NABL approved Lab. Manufacturer manadatory i/c connection wire, testing etc. to complete the job. 2 Yrs Guarantee certificate from manufacturer.

A Bed side reading wall lamp with 3W WH LED lamp Equivalent to Fiero Gold of Jainsons Emporio. (Make:Jainsons Emporio/Philips/ Wipro/GE/ or equivalent approved by EIC)

2.00 Nos. 2500 5000.0

B Supply and fixing of 9 Watt LED Retrofit 4pin PL-L lamp sutable for installation in 2G 11 lamp holder . (Make:Philips/ Wipro/ Havells or equivalent approved by EIC)

1.00 Nos. 600 600.0

C Supply and fixing of 9 Watt LED Decorative light fittings with lamp, equipvalent to JML-COP-WL180461B (Make: Jaquar/Philips/ Wipro or equivalent approved by EIC)

1.00 Nos. 1368 1368.0

D g) Supply and fixing of 10-12 Watt, 4000K, lumen output>=100Lumen/Watt, surface mounted LED down light fittings (Make:Philips/GE/ Wipro/ or equivalent approved by EIC)

8.00 Nos. 840 6720.0

E Supply and fixing of 6-7 Watt, 4000K, lumen O/P ≥ 600, recess mounted LED focus light fittings (Make: Philips/GE/ Wipro/ or equivalent approved by EIC)

9.00 Nos. 1100 9900.0

F a)Supply and fixing of 4 feet single LED tube Mounting rail equivalent to Philips TMC 501 P 1xT-LED 22W P3241 with 1200mm, 18W, 4000K LED Tube light equivalent to Philips MASLED tube 18W865 T8 IW. (Make: Philips/ Wipro/GE/ or equivalent approved by EIC)

15.00 Nos. 350.00 5250.00

72 Supply and fixing of fans of the following sizes & types of fan

A a) Low noise Metallic body Exhaust fan 225 mm sweep,1350 as per IS 2312, 1967with double ball bearing with Guard. rpm, (Make:USHA/ CG/EPC// or equivalent approved by EIC)

1.00 Nos. 2000.00 2000.00

B (b) Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required.

1.00 Nos. 2500.00 2500.00

TOTAL 614768.14



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Appendix IV

TECHNICAL SPECIFICATIONS

TECHNICAL SPECIFICATIONS FOR INTERIOR FURNISHING WORKS

FALSE CEILING

SUSPENDED FALSE CEILING: GYPSUM

False ceiling should be carried out with lightweight boards made of basic materials like aerated

gypsum treated with special additives, and both sides are covered with a special off white/white

color paper. The size, thickness and texture of the board or tile available is as per the

manufacturer details.

The Gypsum boards or tiles should confirm to IS 2542-1981 and IS 2095-21982 physical

properties of Gypsum board should confirm to:

Density: nominal in a dry state = 807.10 kg/m

Fire resistance: 12.5mm = ½ hour resistance. Material classified as a class 1 surface soared of

flame test as per BC476 PART –7 1971

Sound insulation: The average rate of noise reduction between frequencies of 100 Hz is 35.6 dB

for a partition 75 mm or 97 mm thickness with a 12.5mm board on each face 38.5. DB for a

partition as above but including 265 mm of mineral wool in the cavity 42.5 BD for a 100mm

partition comprising of two layers of 12.5-mm board on each side.

Gypsum board is basically available with the properties as below.

Thickness in

mm

Width in mm Weight in kg/Mt Thermal

conductivity

Thermal

resistance in m

K.W

9.5 610&1220 8.0 0.16 0.06

2.5 610&1220 10.5 0.16 0.08

Gypsum board should be flexible enough to resist any crack due to limited movement of a

building.

False ceiling should present unbroken surface and desirable continuity may be varied by

treatment of joints with wood or plastic or PVC or metal or any other such material strips.

Off-loading of gypsum is only advisable on small boards and may be carried by one man but

generally two men will be required and this will reduce the risk of damage to the boards. Boards

are manually carried on edge.



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When storing boards, care should be taken to keep in a dried and covered place sheltered from

rain and avoid dampness from floors. They should be supported on wooden battens, which

should not be more than 45 cm apart on a flat surface.

Deformed gypsum boards (because of poor handling or storage) are difficult to erect. It is

suggested that the board is stacked in different piles according to size and thickness so that the

work can be carried out more effectively in terms of time. Care should be taken not to stack the

piles too high. Gyp board should never be stacked on edge for a long period as this can cause

deformation.

Gypboard can easily be either longitudinally or transversely cut. A cut should be made in the

face side of the board by means of a retable knife. A line may be ruled prior to cutting or with

practice. The rule may be drawn down the board at the required distance from the edge whilst

the board is scored with a knife at the edge of the rule. The board should then be pressed with

both hands and gypsum score will break in the line with the cut in the side face. The board

should then be turned over and the side paper be cut with a knife.

Gypboard may be cut using a normal saw. A fret saw or an electric tool may also be used for the

cutting of curves. When large quantities of board are to be cut, the use of a circular hand saw is

advisable.

Electrical or manual carpenter’s tools as those employed in the cutting of wood may be used for

making cutouts in gypsum board. A drill should be used when making holes for electrical

installation thermostat boxes, etc. For holes of diameter less than 50mm high speed steel drill

should be used.

The edge of the board can be pared off using planes. A file may also be used to level off any

irregularities, which may remain after cutting. The edge of both papers, faces may be trimmed

by using fine sandpaper.

Gypboard may also be used to line curved areas. The curvature radius shall be 60cm for 9.5mm

board and 100cms for 12.5-mm board. 30 to 60 minutes before application to curved areas, both

sides of the gyp board should be sprayed with water until they are damp. The board should then

be bent very slowly and carefully, and fixed into position. Before joining the boards should be

completely dry.

The ceiling is suspended using systems made of G.l. The suspended ceiling may be heavy duty

(load bearing ceiling on which a person can walk over a ladder for maintenance purpose) or light

duty (non loading bearing). Both these systems may be either with a layer of vinyl film

laminated.

On completion of the erection of the grid work, care should be taken to see to it that the bottom

face of the grid work is on true water level or to the required gradient or profile.

Where light fittings, access panels and similar components are incorporated as a part of the

design requirements, consideration must be given to maintaining the integrity of the ceiling. The

fire and sound insulation are also important factors.

The joining treatment of two-gyp board is described below



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TAPERED EDGE JOINT:

A continuous thin band of jointing compound of gyp board joining compound is applied to the

trough of the tapered edge point. The joint tape is then pressed in to the band of jointing

compound, firmly embedded and free from tapered air bubbles with sufficient jointing materials

under the tape to ensure good adhesion

Immediately after the tape has been fixed, a new layer of material is applied over it, flush with

the surface of the board. Before the material begins to stiffen the jointing sponge should be

moistened and surplus material wiped from the edge of the joint without disturbing the main

joint filling. The sponge should be rinsed occasionally to prevent material setting in it. Once the

material is dried any slight depression in the surface can be filled again and projection cut back.

When the material has dried for about 1 hour after application, a thin layer of jointing compound

is applied in a broad brand 200mm wide. The edges of this band should be immediately

feathered with a slight damp joining sponge. When the joint material has completely dried

another application is made 250mm wide and feathered out as before. It is important that the

first coat of finish is allowed to dry before the final coat is applied.

CUT EDGES: A finish similar to that achieved with the tapered edge board can be obtained

with cut edge boards or acute edges and tapered edge board. The cut edge should lightly sand to

remove any burrs. The edge of the adjoining boards is cut to make v-groove with a sharp knife.

The joints are flush with the face of the board, using gyp board jointing compound. The gap

must be filled solidly back to the framework. The coat is applied and joint tape bedded in it as

tightly as possible, leaving sufficient material behind the tape to ensure good adhesion and to

eliminate air bubble. Gyp board jointing compound is then applied with a sponge. When this has

dried a second application of 200mm wide is applied and the edges are feathered out. Wider

feathered out of the joint will overcome slight misalignment of cut ends and edge joints.

NAIL AND SCREW SPOTTINGS: This process fills any indentation left by the hammer or

screw head when fixing the board. With the layer of jointing compound which is struck off level

with the face of the board and allow drying. The operation is completed with one more similar

application.

SURFACE TREATMENT: When the jointing is dry, one coat of gyp board drywall topcoat is

applied to the entire surface using the medium pile roller, and brush or entirely by brush. All the

accessories like the ceiling section, perimeter channels, intermediate channels, clips, cleats

jointing compound jointing tape screws nails etc used in erecting the false ceiling should be

recommended by the manufacturer and under the instruction or guidance of the manufacturer

The type of board –size, texture, edge finish or the type tiles used should be strictly as per the

approved selection of the PM / Architect.

PLASTER OF PARIS PUNNING (P. O. P.)



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If the plaster surface is to be finished with plaster of paris punning, the surface shall be combed

slightly with the wire brushes or nails before it is completely set to form key for plaster of Paris

punning. The surface shall be thoroughly cleaned of dust then only damped but not soaked

before the application of plaster of paris punning. The Gypsum for preparing punning shall be

approved quality. It shall be dry and free from lumps and shall be suitably packed in watertight

bags or containers. Paste shall be prepared by adding required quantum of water and it shall be

used before it sets. No dropping paste shall be used in the work. Punning shall be applied to the

prepared surface with steel trowel to a thickness required to make the surface produce perfectly

smooth and even surface working from top to bottom. It shall then be sandpapered to give a

smooth and even surface. Any unevenness shall be made good by applying putty, made of

plaster of Paris mixed with water, then sand papering the same after it is dry. Pilling in plaster

shall be made good with plaster of Paris mixed with color to be used. The surface shall then be

rubbed down again with fine grade sandpaper and made smooth. The surface shall be allowed to

dry thoroughly before the regular coat of paint is applied. The measurement shall be in square

meters.

PREMIUM TEXTURE PAINT

All textured paint to confirm to specific IS. The paints of specific make/manufacture that are

mentioned in the specifications are to be used.

The textured paints may be of exterior / interior grades as specified.

The surface is prepared free of dust/dirt/grease and other foreign matters. The scaffolding is to

be done as for the other type of painting.

Texture finish painting is a wall coating available in different readily available textures finishes

and colors and is a substitute to conventional wall finishes. These paints can be texture recessed

raised, granular smooth etc. dinettes. The glossy can be achieved by adding marble powder to

the required proportion.

As far as possible only ready mixed color/shades is used directly unless until a shade difference

is required, which is achieved using strainers of approved make and color, mixed in approved

proportion.

The thickness of granules used in the textured paint is 2.5mm. This finish can be applied on any

surface of finish like cement plaster, good surface of brick masonry and also already painted

surface. The textured finish acts as better fire retardant coat against the conventional type of

painting. This paint is also anti-fungus and anti-corrosive.

The finish needs a minimum of 3 hours to dry and shall be ready to use after 24 hours.

The application is either done with a brush or spray gun or trowel (also manual pressure on the

trowel) or roller depending on the required finish and as per the manufacturers’ instructions.

The applicator should be skilled and specially trained by the manufacturer of the particular

texture paint to do such work.

Basically the application process is



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● Application of base coat either one or two depending on the required finish of the

selected texture. The color of the base coat is to be approved by the PM / Architect.

● Application of ready mixed paint is by any of the already mentioned type i.e. by brush

spay trowel, roller etc. depending on the type of finish required.

ACRYLIC EMULSION PAINT

Acrylic emulsion paint of approved brand and manufacture shall be used. The primer were used

as on new work shall be oil-based primer. These shall be of the same manufacture as the plastic

emulsion or as approved by PM. Only sufficient quantity of paint required for days work shall

be prepared.

The paint and primer shall be brought be brought by the Contractor in sealed tins in sufficient

quantities and from one single batch/consignment, and the same shall be kept in the joint

custody of the Contractor and the PM. The empty tins shall not be removed from the site of

work till this item of work has been completed and passed by the PM.

Preparation of the Surface: the scaffolding used for painting should be erected taking care not to

rest on the walls so as to avoid any damage to the wall surface. For new work the surface shall

be thoroughly cleaned of dust, old white or color washes by washing and scrubbing. The surface

shall then be allowed to dry for at least 48 hours. It shall then be sandpapered to give a smooth

and even surface. Any unevenness shall be made good by applying putty, (made of ingredients

plaster of Paris, chalk powder, primer, paint etc., mixed as specified or directed by the PM) on

the entire surface including filling up the undulation and then sand papering the same after it is

dry.

One coat of sealer and two coats of Acrylic emulsion paint are to be applied. The application is

done using good quality approved make brush. On the final application, roller is used to get a

better and acceptable finish (the roller application is done on smooth wall surface only). At

places where required, the application of paints is done on granular finished surface, in which

case no application of putty and sand papering is required. The work is to be carried out under

direct Guinness and instructions from the manufacturers whose expert advice and supervision

are to be made available in order to achieve the highgrade finish. The painters employed for this

work must be capable of producing the highest standard of workmanship required. If the finish

is of doubtful nature, the contractor shall have to rectify the entire, at his own cost, to the

satisfaction of the PM.

SYNTHETIC ENAMEL PAINT

Synthetic enamel paint shall be brought in original containers and in sealed tins. If for any

reasons a thinner is necessary, the brand and quality of the thinner recommended by the

manufacturer or as instructed by the Architect shall be used. The surface shall be prepared above

and a coat of approved primer shall be applied. After 24 hours drying approved or specified

quality paint shall be applied evenly and smoothly. A filler futty coating may be given to give



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thoroughly and then lightly rubbed down with sandpaper and cleaned of dust before the next

cost it applied. The number coats shall be specified in the item and if the finish of the surface is

not uniform additional coat as required shall be applied to get good uniform finish at no extra

cost. After completion no hair mark from the brush or clothing of paint puddles in the corners of

panels, ends of the molding etc. shall be left on the work. The glass panels, floor, etc. shall be

cleaned off from stains. When the final coat is applied if directed the surface shall be rolled with

a roller or textured to a special texture finish as approved by the Architect as per sample to be

prepared before the start of work.

MELAMINE FINISHING

Melamine finishing shall be done on wooden surfaces. The finish shall be Matt, glossy, semi

glossy type which shall be as approved by the PM.

All uneven and rough surfaces shall be rubbed-using sandpaper of the required grades till a

smooth surface is obtained and the surface shall then be well dusted. The nail marks/ pores in

the wood shall be filled with wood filler and the surface shall be rubbed with the required grade

of sandpaper so that the entire surface is uniformly smooth.

After preparing the surface as specified above, application of a sealer coat shall be done.

Wherever necessary the pores in the wood shall be again filled with wood filler and the surface

shall be rubbed with the required grade of sandpaper in the presence of water so that the entire

surface is uniformly smooth. Staining as required shall be done manually, application of second

coat of sealers shall be done. Finally 3 coats of Melamine spraying, strictly under dust free

condition, shall be done, after which the surface is buffed with Wax & Oil.

The Specialists/Manufacturer's specification/instruction in using the product shall strictly be

adhered to, in preference to the specification in the contract. It is

Preferable to carry out the process under warm weather condition. The spray gun before/after

using shall be cleared thoroughly using thinner or spirit.

PLYWOOD /PLYWOOD BOARDS

Plywood boards are formed by gluing and pressing three or more layers of veneers with the

grains of adjacent veneers running at right angles to each other. The veneers shall be either

rotary cut or sliced and shall be sufficiently smooth to permit an even spread of glue. Face

veneers may be either decorative on both sides or one side commercial and the other decorative.

Plywood shall be of BWP grade or BWR grade as per IS 303.

Adhesive: Adhesive used for bonding BWP grade of plywood boards shall be BWP type

synthetic resins conforming to IS 848 .

The thickness of all veneers shall be uniform, within a tolerance of ± 5 per cent. Corresponding

veneers on either side of the centre one shall be of the same thickness and species. The

requirements of thickness and core veneers shall be as follows:



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(a) In 3 ply boards upto 5 mm thick. The combined thickness of the face veneers shall not

exceed twice the thickness of centre ply.

(b) In multiply boards, the thickness of any veneer shall not be more than thrice the thickness of

any other veneer.

(c) The sum of the thickness of the veneers in one direction shall approximate to the sum of the

thickness of the veneers at right angle to them and shall not be greater than 1.5 times this sum

except for 3 ply as specified in (a).

Thickness :Plywood boards are available in thickness ranging from 3 to 25 mm. Tolerance in

thickness shall be ± 10% for boards upto and including 5 mm; ± 7% for boards from 6 to 9 mm

and ± 5% for boards above 9 mm thickness. The boards shall be of uniform thickness and the

surfaces of the boards shall be sanded to a smooth finish.

Moisture content of the plywood boards when tested in accordance with IS 1734 (Part 1) shall

not be less than 5 per cent and not more than 15 per cent.

Testing: One sample for every 100 sqm or part thereof shall be taken and testing done as per IS

303. However, testing may not be done if the total requirement of plywood boards is less than 30

sqm. All the samples tested shall meet the requirements of physical and mechanical properties of

plywood boards.

DECORATIVE THERMOSETTING SYNTHETIC RESIN BONDED

LAMINATED SHEETS

Scope: Decorative thermosetting synthetic resin bonded laminated sheets shall generally

conform to IS 2046. This material is intended for interior use and is not intended for load

bearing applications.

Terminology: For the purpose of this standard, the definition given under para 2 of IS 1998

shall apply.

Types: The material shall be of two types namely:- (a) Type 1- Having only one side bearing

decorative surface the other side being roughened or given an appropriate treatment to promote

adhesion to the base. This type shall generally be used, unless specified otherwise. (b) Type 2-

Having both sides bearing the decorative surface, the two sides may be different in colour or

pattern or both.

Requirements

(i) Appearance: The types of surface finish of decorative and reverse side, edge finish, colour

and pattern shall be as agreed to between the purchaser and the supplier. The sheets shall be

reasonably free from local deformation.

Note: Since sheets may vary slightly in colour and appearance, it is recommended that sheets for

any one scheme may be matched. CPWD SPECIFICATIONS 2009 314 (ii) Flatness : For

nominal thickness 1.5 mm – when a sheet is tested for flatness in accordance with the method

given in Appendix –C of IS 2046, the height above the flat surface at the edge of full

manufactured and trimmed width shall nowhere exceed 150 mm.



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(iii) Tolerance to nominal thickness: The departure from nominal thickness of sheet at any point,

shall not exceed the value given below:

Nominal Thickness Tolerance

Upto 1.5 mm + 0.25 mm

(iv) Straightness of edges of rectangular finished panels, resistance to dry heat, resistance to

boiling water, resistance to staining, gross breaking strength, packing and marking, sampling

and criteria for conformity etc. shall be as per IS 2046.

VITRIFIED TILE FLOORING

Vitrified Floor Tiles

The tiles shall be of approved make and shall generally conform to IS 15622. They shall be flat,

and true to shape and free from blisters crazing, chips, welts, crawling or other imperfections

detracting from their appearance. The tiles shall be tested as per IS 13630.

Classification and Characteristics of pressed ceramic tiles shall be as per IS 13712.

The tiles shall be square or rectangular of nominal size. Table 1,3,5, and 7 of IS 15622 give the

modular preferred sizes and table 2,4,6 and 8 give the most common non modular sizes.

Thickness shall be specified by the manufacturer. It includes the profiles on the visible face and

on the rear side. Manufacturer/supplier and party shall choose the work size of tiles in order to

allow a nominal joint width upto 2mm for non-rectified floor tiles and upto 1mm for rectified

floor tiles. The joint in case of spacer lug tile shall be as per spacer. The tiles shall conform to

table10 of IS 15622 with water absorption 3 to 6% (Group BII).

The top surface of the tiles shall be glazed. Glaze shall be either glossy or matt as specified. The

underside of the tiles shall not have glaze on more than 5% of the area in order that the tile may

adhere properly to the base. The edges of the tiles shall be preferably free from glaze. However,

any glaze if unavoidable, shall be permissible only upto 50 per cent of the surface area of the

edges.

Coloured Tiles

Only the glaze shall be coloured as specified. The sizes and specifications shall be the same as

for the white glazed tiles.

Decorative Tiles The type and size of the decorative tiles shall be as follows :

(i) Decorated white back ground tiles The size of these tiles shall be as per IS 15622. (ii)

Decorated and having coloured back-ground The sizes of the tiles shall be as per IS 15622.

Preparation of Surface and Laying

● Base concrete or the RCC slab on which the tiles are to be laid shall be cleaned, wet and

mopped. The bedding for the tile shall be with cement mortar 1:4 (1 cement : 4 coarse sand) or

as specified. The average thickness of the bedding shall be 20 mm or as specified while the

thickness under any portion of the tiles shall not be less than 10 mm.

● Mortar shall be spread, tamped and corrected to proper levels and allowed to harden

sufficiently to offer a fairly rigid cushion for the tiles to be set and to enable the mason to place



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wooden plank across and squat on it.

● Over this mortar bedding neat grey cement slurry of honey like consistency shall be

spread at the rate of 3.3 kg of cement per square metre over an area upto one square metre. Tiles

shall be soaked in water washed clean and shall be fixed in this grout one after another, each tile

gently being tapped with a wooden mallet till it is properly bedded and in level with the

adjoining tiles. The joints shall be kept as thin as possible and in straight lines or to suit the

required pattern.

● The surface of the flooring during laying shall be frequently checked with a straight edge

about 2 m long, so as to obtain a true surface with the required slope. In bath, toilet W.C. kitchen

and balcony/verandah flooring, suitable tile drop or as shown in drawing will be given in

addition to required slope to avoid spread of water. Further tile drop will also be provided near

floor trap.

● Where full size tiles cannot be fixed these shall be cut (sawn) to the required size, and

their edge rubbed smooth to ensure straight and true joints. Tiles which are fixed in the floor

adjoining the wall shall enter not less than 10 mm under the plaster, skirting or dado.

● After tiles have been laid surplus cement slurry shall be cleaned off.

● Pointing and Finishing The joints shall be cleaned off the grey cement slurry with

wire/coir brush or trowel to a depth of 2 mm to 3 mm and all dust and loose mortar removed.

Joints shall then be flush pointed with white cement added with pigment if required to match the

colour of tiles. Where spacer lug tiles are provided, the half the depth of joint shall be filled with

polysulphide or as specified on top with under filling with cement grout without the lugs

remaining exposed. The floor shall then be kept wet for 7 days. After curing, the surface shall be

washed and finished clean. The finished floor shall not sound hollow when tapped with a

wooden mallet.

● Measurements Length and breadth shall be measured correct to a cm before laying

skirting, dado or wall plaster and the area calculated in square metre correct to two places of

decimal. Where coves are used at the junctions, the length and breadth shall be measured

between the lower edges of the coves. No deduction shall be made nor extra paid for voids not

exceeding 0.20 square metre. Deductions for ends of dissimilar materials or other articles

embedded shall not be made for areas not exceeding 0.10 square metre. Areas, where glazed

tiles or different types of decorative tiles are used will be measured separately.

● Rate The rate for flooring shall include the cost of all materials and labour involved in all

the operations described above, For tiles of sizes upto 0.16 sqm. unless otherwise specified in

the description of the item. Nothing extra shall be paid for the use of cut (sawn) tiles in the work.

Extra over and above the normal rate for white tiles shall be paid where coloured or any other

type of decorative tiles have been used.

DOOR SHUTTERS – FLUSH SHUTTERS :-

1. All Flush door shutters shall be 35mm thick single leaf solid core type non-decorative

Industrial made conforming to IS – 2202 and ISI certified with block board core ( confirming to

the requirements as per IS-1659), for which the manufacturer shall produce the necessary

evidence. The flush shutters shall be made with internal lipping of hardwood 25 mm thick and

Adhesive used shall be phenol formaldehyde synthetic resin conforming to BWP types specified

in IS-848-1974. solid core flush door shutters of approved make to be both side post formed

laminated door finished of approved shed color . The door shall have 8.0mm thick glass view



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panel of size 300x1200mm with itching pattern to be fixed with 18mm thick post formed

moulding. The door is to be fixed in post formed laminate finished jambs made up of 18.0mm

ply of size 50cm of matching shade. The cost of door shall include cost of door jamb, s.s. finish

nickel plated 150mm door closer, door stopper handles, latch, aldrop, s.s. finish silencer etc.

complete in all respect as per drawing and direction given by Engineer in charge.

2. Contractor shall obtain the approval for the name of the manufacturer of the flush door

shutters from the Engineer-in-charge before placing the supply order. While asking for the

approval, copy of the “Bureau of Indian Standard” letter under which manufacturer has been

authorized to mark the product with ISI marking should be attached. Engineer-in-charge, before

giving the approval shall ensure that the validity date of license has not expired.

Testing of Flush Door Shutters:-

On receipt of the shutters at site, the Engineer-in-charge shall be entitled to get the samples of

door shutters tested in any approved laboratory. From each lot of shutters, one shutter shall be

selected at random by the Engineer-in-charge. The cost of the door shutters selected as samples,

their transportation to the laboratory and cost of testing by the laboratory shall be borne by the

Contractor, and shall be deemed to be included in the quoted rates.

REBATING:

a) The shutters shall be single leaf or doubled leafed as shown in the drawings and as directed by

Engineer-in-charge. In case of double leafed shutters, the meeting of the stiles shall be rebated

by one third the thickness of the shutter.

b) On all door shutters, laminate, 1.0 mm th. shall be pasted with adhesives as specified by the

manufacturers. The laminate shall be as per approved shade & texture, of make

c) The bottom of shutters shall be 5mm above the finished floor level.

d) Vision panel, wherever needed shall be 8.0mm. th. itching pattern glass of the size as

mentioned in the drawings. The panel shall be fixed within the cut-out made from within the

door shutter. The cut edges shall be fixed with TW lipping 35 x 8mm. The lipping shall be

flushed with the outer edges of the door and the glass fixed in the center of this lipping with

quarter round beadings, 15x15 mm.

Laminates

a) Thickness of the laminate to be used shall be 1.0 mm.

b) Joints in the laminates will not be permitted until and unless the same is unavoidable or is

required as per the drawings

Hardware

Extent and intent: The intention of the contract is that that the building as shown shall be

completely equipped with required hardware. Any required item not noted or listed shall be

finished in a grade equal to and in harmony with similar item listed.

General: All hardware shall be of the best quality of its type and strictly in conformity with the

materials and finish described in schedule of hardware. If called upon to do so, the contractor

shall arrange to get hardware specially manufactured to the design, requirements and standards

laid down by the Architect.



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Samples: Samples of each different item of hardware including screws or any particular item of

hardware shall be submitted to the Architect for approval.

Quality: All hardware shall be of perfect fit, uniform in finish and free from imperfections that

affect serviceability or mar the appearance.

Guarantee: The contractor shall be responsible for the proper working of all hardware, for a

period of one year from the date of completion of the interior work.

Adhesives

Adhesive shall be Phenol Formaldehyde Synthetic resin conforming to B.W.P. (Boiling Water

Proof) type specified in IS: 848-1974. Only synthetic resin adhesive shall be used for bonding

core members to one another, including core frame, and for lipping, glazing frame, Venetian

frame and other exposed parts where such binding is done.

Nails, spikes, screws and bolts

Nails, spikes and bolts shall be of the best quality mild steel or wrought and of length and

weights approved by the Architect. Nails shall comply with IS: 1959-1960 or equivalent

approved quality, samples, Bolts with I.S. or equivalent approved quality samples. Brass headed

nails are to comply with B.S. 1210. Wire staplers shall comply with B.S.1494 or equivalent.

Rough Carpentry: Materials unless otherwise called for, all framing and other concealed wood

members shall be of first class hardwood. Workmanship: All carpenter’s work shall be done by

skilled workmen using proper tools. All joints shall as far as possible, be mortised and tenoned

and glued with best quality approved waterproof glue. Where mortise tenon joints are not

possible, the joints shall be securely nailed with the longest nails that may be used without

splitting the wood. Wherever it is necessary or adequate joints cannot be formed by nailing, the

members shall be lapped or jointed by GI straps or extra wood blocks. All joints shall be done

with neatness and as approved and directed by the Architect.

GENERAL SPECIFICATIONS IN CASE OF ‘BUILT IN’ FURNITURE

TIMBER :All exposed wood work to be of first quality BTC All other timber of hardwood and

good quality such as Badam wood as moisture content of not more than 20% depending on the

climatic conditions prevailing at the site. This wood must be treated with wood preservative.

JOINT : All joints will be of standard mortise and tenon, dovetail dowel, cross halves, mitred,

tongued and grooved. Nailed or glued butt joints will not be permitted, except in exceptional

cases with the approval of Bank /Architect.

FASTENINGS : Screws, nails, bolts will generally be of iron or wire, except in the following

examples ‘Outdoor Furniture’ fastenings will be of brass or other non-corrosive metal. In

hardware, they will match the finish of the hardware item such as screw etc. will be Nettle fold.

Nails in a finished surface shall be neatly punched and the hole filled with wood filler matching

the finish. Screws in a finished surface will be round head, raised head, or sunk unless specially

detailed.



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PLYWOOD : Used mainly for the body work of this furniture, shall be even or similar close

grained plywood suitable for veneering, painting or bonding laminated. It will be a phenol

bonding weatherproof brand and for Outdoor furniture standard specification. ‘Kit Gold,

Anchor ply or National, Merino brand or equivalent. Exposed edges will be finished with a

stripe of solid wood, tongued and grooved and/or glued as detailed.

HARDWARE: Hinges, locks, latches, door tracks etc. shall be as specified and as far as possible

by the manufacturer specified in any variation of this the quality of the substitute shall be equal

to or better than the original specified and sample should be submitted to the Bank /Architect for

prior approval.

METAL: Where metal legs frames sheets etc. are used these shall be welded, brazed, bolted or

riveted as required and on finished surfaces, welding, brazing and riveting shall be neatly

smoothed so that no evidence of this is apparent on the final finish on the metal, which will be

specified on drawing. On all legs, wood or metal, nylon glides or castors as indicated to be

installed.

FINISH: This will be as indicated on the drawings and colour scheme chart and materials (timer

laminates, melamine lacquer, paints etc.) must be as specified. No variation will be accepted

unless with the prior approval of the Bank /Architect. Rear ply of cabinets etc. where wall hung,

shall be treated with an approved brand of wood preservative if required.

NOTE:

1. This specification is of a general type only, must be used in conjunction with the drawing

of the particular item being made. Anything shown on the drawing but not in the specification

must be complied with and vice versa.

2. In case of any discrepancy in specification and drawings, work shall be done as directed

by the Bank /Architect.

GENERAL SPECIFICATIONS FOR “UPHOLSTERED’ FURNITURE

TIMBER: All exposed woodwork to be of 1st quality Teak wood. BTC

All other timber to be of imported Badam Wood of top quality free from knots, shakes and work

holes and with a moisture content of not more than 20% depending on the climatic condition

preventing at the site.

Timber which are completely hidden, that is when covered by upholstery material, to be treated

with wood preservative.

JOINTS: All joints shall be of standard mortise and tenon, dowel, dovetail and cross halves,

Nailed or glued but joints will not be permitted. Screws, nails etc. will be standard iron or wire

of nettle-fold make unless stated otherwise, where mortise and tenon joints are used, tenons

should fit the mortises exactly.



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Where screws shown on a finished surface, these will be sunk, and the hole plunged with a wood

plug of the same wood and grain of the finished surfaces unless detailed otherwise. Nails on

finished surface will be neatly punched and the hole filled with wood filler to match the colour.

UPHOLSTERY: This will be of first class workmanship with webbing, no sag springs, coiled

springs, padding and filling as specified on drawing. Covering fabrics will be sewn, tufted and

corded as shown on the drawing and as approved by the Bank /Architect.

CUSHION VENTS: Brass or Alum ‘Cushion Vents’ should be installed at the back or underside

of seat cushions (especially those covered in leather vinyl plastic or very tightly woven fabric) to

allow air to escape easily and to prevent torn seams.

MATERIALS: Finished timber shall be of the type specified furnishing fabrics, colour, pattern,

substance to be as specified and manufactured, or supplied by the company specified, no

variation of this will be permitted unless with prior approval of the Bank /Architect.

FINISH: This will be specified on the drawing and colour scheme chart where the timber is

finished in natural colour; care must be taken to ‘match’ each separate piece of colour, before

assembly. Where timber is stained the stain or colour on each member must match.

Only first class workmanship will be accepted. All legs to furniture will be fitted with nylon

glides or castors as specified on drawings. Full size drawings or prototype samples to be

submitted to the Bank /Architect for prior approval if required.

NOTE: This specification is of a general type only, must be used in conjunction with the drawing

of the particular item being made. Anything shown on the drawing but not in the specification

must be complied with and vice versa.

TECHNICAL SPECIFICATIONS FOR PLUMBING WORKS

GENERAL

All fixtures shall be fixed with neat workmanship, true to line and as recommended by the

manufacturer or shown in the drawings. Care shall be taken to fix all fixtures, brackets and

accessories by proper bolts and nuts (expansion bolts).

Care shall be taken in fixing all approved chromium plated (CP) fixtures and accessories so as

not to leave any tool marks or damages on the finish. The Plumbing and Sanitary Nominated

Contractors shall be responsible for any of the rectification works. All such fixtures shall be

tightened with fixed spanners. Use of Stiltson' type pipe wrenches with toothed jaws shall not be

allowed.

All fixtures shall be thoroughly tested after connecting the drainage and water supply system.

All fixtures shall be thoroughly finished and any leakage in piping valves and waste fittings

corrected to the complete satisfaction of the Client/ PMC/ Architects/ Consultants.

Upon completion of the work, all labels, stickers, plaster, etc. shall be removed from the fixtures

and all fixtures shall be cleaned with soap and water so as to present a neat and clean toilet.



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All the sanitary fixtures and CP fittings are quantified in nos. or set comprising of list of items

mentioned with the specifications. The make, color, range, finish of the fittings shall be as per

the detailed BOQ specifications.

Workmanship

All sanitary-ware shall be fixed in a neat workmanlike manner, true to level and plumb.

Manufacturer's instructions shall be followed closely regarding installation and commissioning

complete to the satisfactions of Project Manager/Architect .

Protection of Fixtures

Fixtures shall be protected throughout the progress of the work from damage. Special care shall

be taken to prevent damage and scratching of chromium plated fittings. Tool marks on

chromium fixtures, etc. shall not be accepted. All fixtures shall be fixed with chromium plated

brass screws with washers whenever necessary. Protective paper on fixtures shall be removed

with hot water only at the final completion of work.

Sanitary ware

All porcelain sanitary ware shall be of first quality, free from wraps, cracks and glazing defects.

All sanitary ware, fittings and fixtures shall be as shown in drawings and indicated in Bill of

Quantities.

Testing

When the installation has been completed to the satisfaction of the Engineer it shall be tested in

the following manner:

i) The entire system shall be slowly filled with water, allowing any trapped air to escape.

ii) When all outlets are closed the system shall be checked for water tightness.

iii) Each outlet shall then be checked for rate of flow and correct operation.

CPVC PIPE FOR HOT AND COLD WATER

Providing, fixing, testing and commissioning CPVC (Chlorinated Poly Vinyl Chloride) CTS

SDR 11 water supply pipes & fittings NSF marked as specified in the Bill of Quantities for hot

and cold water distribution conforming to ASTM 2846 using fittings i.e. Tees, Elbows,

Couplers, Unions, Reducers, Bushings etc. including transition fittings connection between

CPVC & metal pipe/G.l i.e. Brass Adaptors (Both male & Female threaded), with IPS WELD

ON CPVC solvent cement as per ASTM F-493, with fabricated and subsequently hot dip

galvanized clamps / structural steel supports as required / directed at site including cutting chase

and fitting the same with cement concrete cement mortar as required. All termination points for

installation of faucets shall have brass termination fittings. Installation shall be to the satisfaction

of the Engineer-In-Charge.

SANITARY INSTALLATION AND FIXTURES

EUROPEAN WATER CLOSET FLOOR MOUNTED TYPE.



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Floor mounted type with WC connector, seat cover with buffer flaps.

PVC / Vitreous china flushing Cistern of 3 or 6ltrs capacity with all internal parts of cistern-

Exposed type (dual flush).

Cast-iron chair or cantilever bracket for wall hung type with C.P bolt & nut.

CP wall flanges.

Angle valve.

CP / copper / SS connecting pipe to cistern with end nuts.

Flush valve -32 mm Dia / 40 mm Dia, Concealed/ Exposed type as applicable.

Cistern-low level/high level cistern.

WASH BASINS

(Rectangular, oval, round, countersunk, counter top, corner wash basin free standing)

They shall be of white/ color and of vitreous China with best quality manufactured by an

approved firm and size as specified. Under cut Oval/circular wash basins shall be supported by a

pair of CI brackets of approved design. The make and model to be as specified in the BOQ. Each

wash basin shall be provided with the following.

Single lever mixer/Pillar Cock

15mm CP brass angular stop cock.

CP / copper / SS inlet connecting pipes with end nuts.

32mm CP waste coupling.

CP wall flanges

32mm CP Bottle Trap with extension pipe(casted type)

40mm dia PVC connecting pipe up to floor trap.

Pedestals- Half / full for rectangular WB (if required).

TOWEL RAIL

Towel rail shall be of C.P. with reinforced bends and circular flanges. The make and model shall

be as specified in the BOQ. The bracket shall be fixed by means of stainless steel countersunk

screws to wooden/plastic cleats firmly embedded in the wall.

TOILET PAPER HOLDER

Toilet paper holder shall be of Stainless Steel. The make and model shall be as specified in the

BOQ.

TOWEL RING



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These shall be of CP/ sanitary ware. The make and model shall be as specified in the BOQ.

These shall be fixed by means of C.P. brass countersunk screws to wooden / plastic cleats firmly

embedded in the wall.

LIQUID SOAP DISPENSER

The Soap dispenser shall be of approved type as specified in the BOQ. It shall be made up of

ABS plastic / CP material.

FLOOR TRAPS FRAME AND GRATING

The floor trap frame and grating shall be of approved material as specified in the BOQ. The trap

shall be fitted with anti- cockroach grating. A minimum of 70mm depth of water seal shall be

provided in the trap.

HEALTH FAUCET

These shall be of CP / sanitary ware. The make and model shall be as specified in the BOQ.

These shall be fixed by means of stainless steel countersunk screws to wooden/ plastic cleats

firmly embedded in the wall.

15 mm CP health faucet with 1.0m long flexible tube with end nuts & Hook.

1 No 15mm CP brass angular stop cock with wall flange Hook with CP brass countersunk

screws.

MIRROR

The mirror shall be of the best quality India make of superior glass with 6mm thick hardboard

backing with primer and two coats of enamel painting and fixed to wooden cleats with CP side

clips, screws, washers, The size and shape shall be as specified and of approved design.

ANGULAR STOP COCK

A bibcock is a draw off tap with a horizontal inlet and free outlet and stopcock (stop tap) is a

valve with a suitable means of connections for insertion in a pipeline for controlling or stopping

the flow. They shall be of specified size and shall be screw down type. The closing device

should work by means of a disc carrying a renewable non-metallic washer which shuts against

water pressure on a seating at right angles to the axis of the threaded spindle which operates. The

handle shall be either crutch or butterfly type securely seated pattern. The cocks (taps) shall open

in anticlockwise direction. The bib cock and stop cock shall be polished bright (Chrome plated).



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The minimum finished weights of bib tap (cock) and stop tap (cock) as given in the IS

specification are reproduced in the table:

Minimum finished weight

Size Bib tap Stop tap

MM. Kg. Kg.

8 0.25 0.25

10 0.30 0.35

15 0.40 0.40

20 0.75 0.75

SHOWER SET

Shower set shall comprise of one or two CP brass stopcocks, concealed as specified in the Bill

of Quantities. Each shower set shall be provided with spout hot and cold with CP Telephonic

shower of approved quality to be approved by the Engineer or as specified in the Bill of

Quantities or detailed as per the drawings. Concealed stop cocks wall mixer or divertor shall be

so fixed to allow for tiled or other finishes as keeping the wall flange clear off the finished wall.

Wall embedded in the finishing shall not be accepted flanges.

TECHNICAL SPECIFICATIONS FOR ELECTRICAL WORKS

● Wiring for light point / fan point / exhaust fan point / call bell point with 1.5 sq.mm.

FRLS PVC insulated copper conductor, single core cable in surface / recessed medium

class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the

point with 1.5 sqmm FRLS PVC insulated copper conductor single core cable etc. as

required. (a) Group C

1. Wires :

The wires shall be made from bright electrolytic annealed bare copper conductor with strands as

specified under IS:694.Solid conductor wires shall not be accepted. The wires shall be PVC

(Poly vinyl chloride) insulated confirming to BIS specifications and shall be specified by the

manufacturer for working voltage up to and including 1100 volts. The total gauge of wire shall

be strictly in accordance with what has been specified in IS:694.The wires shall be FRLS ( Fire

resistant low smoke ) with appropriate and acceptable mechanical strength so that the insulation



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does not gets damaged while pulling these wires in conduit. Unless otherwise specified

following sizes of wires shall be used for different applications:

2. Thimbles/lug :

The wires shall be terminated with the help of crimping lugs at both the terminals. These lugs

shall be non-insulated made of tin plated copper, suitable for termination of 1.5 sqmm / 2.5

sqmm / 4 sqmm / 6 sqmm of copper wires. The lugs shall be suitable for 1100V and the min

temperature rating for these lugs shall be 150 degree Celsius. The lugs shall be pin type with pin

designed in such a fashion to prevent damage to the wire from over tightening and ensure a

reliable electrical connection. The lugs shall have good wire contact and good tensile strength.

The lugs shall ensure quick and easy wire insertion.

3. PVC conduits and accessories:

All non-metallic conduit pipes and accessories shall be of suitable material complying with IS

2509 : 1973 and IS 3419 : 1989 for rigid conduits and IS 9537 (Part 5) : 2000 for flexible

conduits. The interior of the conduits shall be free from obstructions. The rigid conduit pipes

shall be ISI marked. The conduits shall be circular in cross-section. The conduits shall be

designated by their nominal outside diameter. No non-metallic conduit less than 20 mm in

diameter shall be used. The conduit wiring system shall be complete in all respect including

accessories. Rigid conduit accessories shall be normally of grip type while flexible conduit

accessories shall be of threaded type. Bends, couplers etc. shall be solid type in recessed type of

works, and may be solid or inspection type as required, in surface type of works. Saddles for

fixing conduits shall be heavy gauge non-metallic type with base. For all sizes of conduit, the

size of clamping rod shall be 4.5 mm (7 SWG) diameter. All the conduits shall be FR (Fire

resistant) type. The minimum width and the thickness of the ordinary clips or girder clips shall

be as per Table below.

Size of Conduit Width Thickness

20 mm & 25 mm 19 mm 20 SWG (0.9144 mm)

32 mm & above 25 mm 18 SWG (1.219 mm)

4. Modular GI Box: All the back boxes used shall be concealed GI type with loop in loop out

holes marked which shall be removed at the time of jetting conduit inside the same. Size of such

holes shall be suitable to take a 32mm diameter conduits. All such back box shall be made from

pre-galvanized GI sheet metal with a wall thickness of 1.1mm and confirming to BS:4662:2006.

All such back box shall be provided with Brass Earth terminals and adjustable lugs. The metallic

box shall be duly painted with anti-corrosive paint before erection. An earth terminal with stud

and 2 metal washers and terminal block shall be provided in each back box for termination of

protective conductors and for connection to socket outlet/metallic body of fan regulator etc. A



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metal strip shall be welded/screwed, to the metal box as support if tumbler type of control

switches, sockets and/or fan regulators in flush pattern. Clear depth of the box shall not be less

than 60 mm and this shall be increased suitably to accommodate mounting of fan regulators in

flush pattern.

5. Modular Base and cover plate:

The front plate shall have smooth surface from both the side and shall be properly matching the

fixing alignment. Perfect alignment shall be maintained while fixing of the back boxes. The

color shall be as per the architect’s directives.

6. Switches:

Wall receptacle (switch) shall been closed type flush mounted made up of superior grade GE

plastic polycarbonate with high mechanical electrical and thermal properties, suitable for 240

volts ,50Hz,ac. All switches shall be fixed on metal strips which shall be screwed / welded to the

box. All switches shall be in accordance with IS 3854 :1997. The terminals and contacts shall be

bimetallic silver contacts designed to withstand high overload conditions, high quality brass and

copper contacts shall be used for fixed / moving contacts and there shall be a sufficient clearance

of minimum 5mm between fixed and moving contacts to break the arc during switch operation.

The terminals shall also be made from high quality brass. All such outlets shall be tested for an

impact test value of 1NM, through a hammer stroke from a distance of 270mm from such

outlets.

● Wiring for twin controlled light point with 1.5 sq.mm. FRLS PVC insulated copper

conductor, single core cable in surface / recessed medium class PVC conduit, 2 way

modular switch, modular plate, suitable GI box and earthing the point with 1.5 sqmm

FRLS PVC insulated copper conductor single core cable etc. as required.

(a) Group C.

1. Wires :


specified under IS:694. Solid conductor wires shall not be accepted. The wires shall be PVC






following sizes of wires shall be used for different applications

2. Thimbles/lugs:


shall be non insulated made of tin plated copper, suitable for termination of 1.5 sqmm / 2.5



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accessories shall be of threaded type. Bends, couplers etc. shall be solid type in recessed type

of work, and may be solid or inspection type as required, in surface type of work.

Saddles for fixing conduits shall be heavy gauge non-metallic type with base. For

all sizes of conduit, the size of clamping rod shall be 4.5 mm (7 SWG) diameter.

All the conduits shall be FR (Fire resistant) type.

The minimum width and the thickness of the ordinary clips or girder clips shall be

as per Table below.


20 mm & 25 mm 19 mm 20 SWG (0.9144 mm)

32 mm & above 25 mm 18 SWG (1.219 mm)

4. Modular GI Box:

All the back boxes used shall be concealed GI type with loop in loop out holes marked which

shall be removed at the time of jetting conduit inside the same. Size of such holes shall be

suitable to take a 32mm diameter conduits. All such back box shall be made from pre-

galvanized GI sheet metal with a wall thickness of 1.1mm and confirming to BS:4662:2006. All

such back box shall be provided with Brass Earth terminals and adjustable lugs. The metallic






than 60 mm and this shall suitably to accommodate mounting of fan regulators in flush pattern.



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6. Switches:

Wall receptacle (switch) shall be enclosed type flush mounted made up of superior grade GE

plastic polycarbonate with high mechanical electrical and thermal properties, suitable for 240

volts, 50Hz, ac. All switches shall be fixed on metal strips which shall be screwed / welded to

the box. All switches shall be in accordance with IS 3854 :1997. The terminals and contacts

shall be bimetallic silver contacts designed to withstand high overload conditions, high quality

brass and copper contacts shall be used for fixed / moving contacts and there shall be a sufficient

clearance of minimum 5mm between fixed and moving contacts to break the arc during switch

operation. The terminals shall also be made from high quality brass. All such outlets shall be

tested for an impact test value of 1NM, through a hammer stroke from a distance of 270mm

from such outlets.

7. Ega Box

Boxes and fittings are indicated on Drawings in approximate locations unless dimensioned.

Adjust box location up to accommodate intended purpose. Floor boxes shall be totally flush with

the adjacent floor finish on all sides. The floor box shall provided with a quick-fix, metal base

box and Opening lid to an angle of 30°, with integrated cable outlets, can be installed in two

positions and can easily be removed during installation and use. The lid can be fitted with a floor

material insert. Box can be screw fitted to floor tile by using holes in mounting frame (If hole in

tile is outside maximum tolerance use self tapping screws of required thickness as per

recommendation of OEM). Base shall be detachable from mounting frame by releasing screws

which enables the base to be connected to the services and left under floor tiles for protection

until the carpet, lid and trim are fitted Cable routers can also be removed.

● Wiring of circuit / sub-main wiring along with earth wire with the following sizes of

FRLS PVC insulated copper conductor, single core cable in surface / recessed medium

class PVC conduit as required.

(a) 2 x 2.5 sq.mm. + 1 x 2.5 sq.mm. earth wire.

1. Wires :


specified under IS:694. Solid conductor wires shall not be accepted. The wires shall be PVC







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following sizes of wires shall be used for different applications.

(a) Wires from DB to Lighting switchboard (along with internal loop within such switchboard)

shall be 2 x 2.5 sq.mm. + 1 x 2.5 sq.mm. earth wire.

2. Thimbles/lugs:


shall be non insulated made of tin plated copper, suitable for termination of 1.5 sqmm / 2.5














accessories shall be of threaded type. Bends, couplers etc. shall be solid type in recessed type

of work, and may be solid or inspection type as required, in surface type of work.

Saddles for fixing conduits shall be heavy gauge non-metallic type with base. For

all sizes of conduit, the size of clamping rod shall be 4.5 mm (7 SWG) diameter.

All the conduits shall be FR (Fire resistant) type.

The minimum width and the thickness of the ordinary clips or girder clips shall be as per Table

below.


20 mm & 25 mm 19 mm 20 SWG (0.9144 mm)

32 mm & above 25 mm 18 SWG (1.219 mm)

● Supplying and fixing following size / modules, GI box along with modular base and

cover plate for modular switches in recess etc as required.

1. Modular GI Box:



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All the back boxes used shall be concealed GI type with loop in loop out holes marked which

shall be removed at the time of jetting conduit inside the same. Size of such holes shall be

suitable to take a 32mm diameter conduits. All such back box shall be made from pre-

galvanized GI sheet metal with a wall thickness of 1.1mm and confirming to BS:4662:2006. All

such back box shall be provided with Brass Earth terminals and adjustable lugs. The metallic






than 60 mm and this shall be increased suitably to accommodate mounting of fan regulators in

flush pattern.





● Supplying and fixing following modular switch / socket on existing modular plate

and switch box including connections but excluding modular plate etc as required.

1. Switch - Socket Outlets :

Wall receptacle (switch /sockets) outlets shall been closed type flush mounted made up of

superior grade GE plastic polycarbonate with high mechanical electrical and thermal properties,

suitable for 240 volts, 50Hz, ac. All switches socket outlets and fan regulators shall be fixed on

metal strips which shall be screwed / welded to the box. All switches shall be in accordance with

IS 3854:1997. The terminals and contacts shall be bimetallic silver contacts designed to

withstand high overload conditions, high quality brass and copper contacts shall be used for

fixed / moving contacts and there shall be a sufficient clearance of minimum 5mm between

fixed and moving contacts to break the arc during switch operation. The terminals shall also be

made from high quality brass. All sockets shall comply IS 1293: 2005.All receptacle outlets

shall be shuttered type. Three/Six pin Universal type sockets shall be used and these shall be

mounted inside the switch boxes on adjustable flat M S strips / plates with tapped holes and

brass machine screws, leaving ample space at the back and sides for accommodating wires. 5pin

socket outlets will not be permitted. The third pin shall be connected to earth through protective

(loop earthing) conductor. 2 pin or 5 pin sockets shall not be permitted to be used. Conductors

connecting electrical appliances with socket outlets shall be of flexible type with an earthing

conductor for connection to the earth terminal of plug and the metallic body of the electrical

appliance. All such outlets shall be tested for an impact test value of 1NM, through a hammer



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stroke from a distance of 270mm from such outlets. The universal 6/16A sockets shall be

capable to take the plugs for both 6A and 16A. No adapter shall be permitted.

● Supplying and fixing 20 amp, 240 Volts, SPN industrial type, socket outlet with 2

pole and earth, metal enclosed plug top along with 20 amps "C curve", SP , MCB, in sheet

steel enclosure, on surface or in recess, with chained metal cover for socket outlet and

complete with connections , testing commissioning etc. as required.

1. Industrial Socket:

Industrial sockets shall comply to IEC : 60309.1.2002, with minimum IP rating of IP42 or

specified otherwise in tender drawings and BOQ. All such sockets shall be splash proof.

However where-ever specified in drawings these may be water sealed type sockets. The marking

and dimensions shall be as per standards. The plugs shall be provided with suitable earthing

terminal and electrical interlocking such that the lug doesn't comes out of the socket till the

supply is there in plug. Accessories with earthing contact shall be provided with an earthing

terminal. Metal-clad fixed accessories with an internal earthing terminal can, in addition, be

provided with an external earthing terminal, which, except for flush type socket outlets, shall be

visible from the outside. Earthing contacts shall be directly and reliably connected to the

earthing terminals, except that the earthing terminal of socket-outlets incorporated in the output

circuit of an isolating transformer shall not be connected. Accessible metal parts of accessories

with earthing contact, which may become live in the event of an insulation fault, shall be

reliably connected to the internal earthing terminal(s) by construction. Accessories with

enclosures of rubber or thermoplastic material, and parts of elastomeric such as sealing rings and

gaskets, shall be sufficiently resistant to ageing. The construction of such Industrial plugs shall

comply with IEC: 60309.1.2002. All such industrial plugs shall be suitable for 415V/240V,

3Phase/1Phase, 50Hz ac supply as specified in tender drawings and BOQ for the mentioned

current ratings.

2. Miniature Circuit Breaker (MCB):

MCB should be trip free, quick to make and quick break type. MCB should be suitable for

interchangeable line/ load connections. The MCB shall have minimum 10 KA breaking capacity

with (Ics=Icu=10kA), where Ics is service breaking capacity and Icu is ultimate breaking

capacity defined as per IS-13947. MCBs shall have ISI mark as per IS8828-1996

(IEC60898).The MCB shall be suitable for temperature up to 50 deg C without derating. All

outgoing feeder MCB shall be provided with clip on type auxiliary contact interface. Terminal

of MCB shall be provided with insulated separators between the phases and also on both end.

The size and design of the terminal should be adequate to accommodate aluminum/ copper cable

required for the rated current of the MCB. It should confirm to current limiting principle class –3

to ensure extremely low let through energy (I²t) under fault conditions. It should have ‘two

position’ DIN clip ensuring easy mounting and removal. It should confirm C.E. Marking



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(confirmation to European standards), based upon the tripping characteristics the MCB shall be

described as B, C or D curves and the same must be mentioned in bold upon the MCB. All MCB

shall have a mention of Full load current, short circuit current, utility voltage, frequency,

tripping characteristics (B, C, and D), basic 3 line diagram. The poles of MCBs shall have

minimum self-resistance as per latest IEC standards.

3. Sheet Steel Enclosure:

The enclosure shall be made from sheet steel of 1.6 mm thickness and of required size and

dimensions to accommodate the industrial socket in required manner as directed by Engineer-in-

charge. All such enclosures shall be dust / vermin proof, corrosion resistive and as be IP rated as

specified in tender drawings / Tender BOQ. All such enclosure shall be provided with a chained

metal cover for the socket outlets.



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Appendix V

Drawings



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Appendix VI

Draft Contract Agreement

CONTRACT AGREEMENT

BETWEEN

INDIAN ACADEMY OF HIGHWAY ENGINEERS

A-5, Institutional Area, Sector-62, Noida (U.P)

AND

_ _ _

FOR





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Draft Form of Contract

AGREEMENT of Contract for Interior Furnishing Works of Faculty Room in Trainees Hostel of Indian Academy of Highway Engineers (IAHE), Noida

This agreement made on the …………………. Day of ______ Month Year Two Thousand

Ninteen between the INDIAN ACADEMY OF HIGHWAY ENGINEERS, Plot No. A–5, Sector-62,

NOIDA, (hereinafter called “IAHE”) of the one part, which expression shall include his

successors and assigns and M/s ……………………………………………………. (herein after called

“The Contractor”) which expression shall include his heirs, executors, administrators and

assigns of the other part.

Whereas IAHE is desirous for Interior Furnishing Works of Faculty Room in Trainees Hostel

of Indian Academy of Highway Engineers (IAHE), Noida and has accepted a Bid of the

Contractor for the execution therein.

Now this Agreement witnesses as follows:

1. In this Agreement words and expressions shall have the same meaning as are

respectively assigned to them in the Conditions of Contract herein after referred

to.

2. The following documents shall be deemed to form and be read and construed as

part of this Agreement, viz:

a- RFP No. No. ………………………………………………………………………………………

b- IAHE’s Work Order No………………………………………………

c- Performance Security…………………………………………………

3. In consideration of the payment to be made by the IAHE to the contractor as

hereinafter mentioned, the Contractor hereby covenants with IAHE to execute and

remedy any defects therein in conformity in all respect with the provisions of this

agreement.



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4. The INDIAN ACADEMY OF HIGHWAY ENGINEERS hereby covenants to pay the

Contractor in consideration of the execution and the remedying of defects therein

the Contract Price or such other sum as may become payable at the times and in

the manner prescribed by this agreement.

5. Obligations of the Contractor – The contractor shall ensure full compliance of tax

laws of the India with regards to this agreement and shall be solely responsible for

the same. The contractor shall submit the copies of acknowledgements evidencing

filling of returns every year, receipt of all statuary obligations month wise and shall

keep the employer fully indemnified against liability of tax, interest, penalties etc.

of the contractor in respect thereof, which may arise.

6. The court at the Delhi/New Delhi shall be the exclusively jurisdictions for all

dispute arising out of this agreements between the parties.

In Witness whereof the parties hereto have this Agreement to be executed the day

and year first before written.

Signed, Sealed and Delivered by the Said Binding signature for and on behalf of INDIAN ACADEMY OF HIGHWAY ENGINEERS, NOIDA. _________________________________________ Binding Signature for and on behalf of The Contractor __________________________________________ In the presence of

Witness (1): Witness (2):