1

Re-publish date: 24th

January 2020

Last Date: 31st January 2020

CORRIGENDUM

(Tender call Notice dated 11th

January 2020)

NOTICE INVITING TENDER

FOR

Name of Work : Construction of Trade and Facilitation Centre at Jodhpur.

Sub Head: Interior & Loose Furniture Works.

TENDER DOCUMENT

2

EXPORT PROMOTION COUNCIL FOR HANDICRAFTS

Index

S. No Description Page No.

1 Interior work detail 3

2 Brief Particular the Work 4

3 Notice Inviting Tender 5

5 Percentage Rate Work – FORM – I 11

6 CPWD Schedule 13

7 Criteria for Evaluation (Annexure. -1) 19

8 Forms A,B,C,D,E 20

9 Scope of Work 24

10 General Specification & Conditions 27

11 Additional Conditions 31

14 Special conditions 35

15 Technical specifications for Interior works 62

21 List of Approved Makes 261

22 Schedule of Quantities

3

EXPORT PROMOTION COUNCIL FOR HANDICRAFTS.

EPCH House, Pocket 6& 7, Sector ‘C’, LSC, Vasant Kunj, New Delhi-110070

Office of Executive Director, EPCH

INTERIOR WORK DETALIS

NIT No. EPCH-INFRA/TFC-Jodhpur/2019-20

1. Name of Department : Export Promotion Council for Handicrafts.

2. Tender Submission mode : Offline submission (Hard Copy) to EPCH by hand

3. Name of Work : Construction of Trade & Facilitation Centre at

Jodhpur.

4. Sub Head : Interior & Loose Furniture Works.

4. Estimated cost : ( A) ) Interior Work : -

5. Earnest Money : Rs. 3,00,000 /-

6. Time Allowed : 02 Calendar Months

7. Contact Person : Mr. R.K Verma, Executive Director, EPCH),

(Ph : 011-26135256)

8. Release of Tender through : Potential Bidders can download the tender document

from www.epch.in

9. Last date & time for Issue/ Download : 31/01/2020 (Up to15.00 hrs.)

of tenders & Technical Bid submission

10. Last date & time for Financial : To be informed later and only to pre qualified

bidders Bid submission (Only for qualified

bidders)

11. Date & time of opening : 31/01/2020 (at 15.30 hrs)

of Technical Bid

12. Date & time of opening : To be informed later and only to pre qualified

bidders of Financial Bid

13. Date of Pre bid Meeting : 25/01/2020 at 11:00 Hrs –12:00 Hrs. in the

chamber

Executive Director, EPCH.

Approved by

Executive Director,

EPCH

4

EXPORT PROMOTION COUNCIL FOR HANDICRAFTS.

EPCH House, Pocket 6 & 7 , Sector ‘C’, LSC, Vasant Kunj, New Delhi-110070

Office of Executive Director, EPCH

BRIEF PARTICULARS OF THE WORK

S.No. Name of Work Estimated Cost

(in Rs.)

Earnest

Money

(in Rs.)

Constructio

n Division

Period of Completion

1.

Name of Work:

Construction of Trade &

Facilitation Centre at

Jodhpur

Sub Head: Interior & Loose

Furniture Works.

14861431/-

3,00,000 /-

Executive

Director,

EPCH

02 Calendar Months

The Scope of the Work is as Under:

The Work is situated at Jodhpur, Rajasthan.

1) The brief scope of work shall generally comprise of but not be limited to the following:

i) Wooden Partition, Sliding folding partitions, SS Hardware fittings & fixtures, Acoustical wall

paneling, wooden Paneling etc.

Supply & Installation of New Furniture:

i) Supply & Installation of modular & loose furniture including workstations, storages, tables,

chairs, sofas etc. including preparation of shop drawing & its approval from the Engineer-in-Charge.

ii) Defects liability period shall be 1 ( one year )from the date of competition of the work certified

by Engineer-in-Charge.

2) Work shall be executed according to General Conditions of Contract - 2014 with upto date

correction slip for Central C.P.W.D.

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EXPORT PROMOTION COUNCIL FOR HANDICRAFTS EPCH House, Pocket 6 & 7 , Sector ‘C’, LSC, Vasant Kunj, New Delhi-110070

Office of Executive Director, EPCH

NOTICE INVITING TENDER

1. The Executive Director (EPCH), invites offline percentage rate tender from eligible Contractors

for the following work: -

S.No. Name of Work Estimated

Cost

(in Rs.)

Earnest

Money

(in Rs.)

Construction

Division

Period of Completion

1.

Name of Work:

Construction of Trade &

Facilitation Centre at

Jodhpur

Sub Head: Interior works.

14861431/- 3,00,000/-

Executive

Director, EPCH

02 Calendar Months

1.1 The estimated cost of above said work is Rs. -14861431/- only. This estimate, however, is

given merely as a rough guide.

1.2 Criteria for eligibility:

Contractors who fulfill the following requirements shall be eligible to apply. Joint ventures /

Consortium is accepted.

(a) Should have satisfactorily completed the works, as mentioned below in the last 7

years ending previous day of last date of submission of bid.

(i) Three similar completed works, each of value not less than the amount equal to 40% of

estimated cost put to tender,

or

Two similar completed works, each of value not less than the amount equal to 60% of the

estimated cost put to tender

or

One similar completed work of value not less than the amount equal to 80% of the

estimated cost.

and

(ii) One completed work of any nature (either part of (i) or a separate one) costing not less than

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the amount equal to 40% of the estimated cost put to tender with some Central Government

Body/Central Public-Sector Undertaking/State Public Sector Undertaking/City

Development Authority/Municipal Corporation of City formed under any Act by

Central/State Government and Published in Central/State Gazette.

( iii) “Similar work” means “Internal finishing works.”

The value of executed work shall be brought to current costing level by enhancing the actual

value of work at simple rate of 7% per annum; calculated from the date of completion to last

date of receipt of application for bids. (b) Average annual financial turn over on construction works should be at least 100% of the

estimated cost during the immediate last 3 consecutive financial year ending 31st March

2019 (scanned copy of certificate from CA to be submitted) (c) Should not have incurred any loss in more than two years during the last five years ending

31st

March 2019. (d) Works other than Govt. Departments shall be supported with TDS Certificate. (e) Should have a solvency of amount 40% of estimated cost or more (Scanned copy of original

solvency to be submitted). (f) The intending bidder must read the terms and conditions of CPWD-6 carefully. He should

only submit a bill if he considers himself eligible and he is in possession of all the required documents.

1.2 TENDERER is to quote on percentage rate basis; and to assist him, item wise tentative

quantities are stated in Bill of Quantities. while, all precautions have been taken working out

the quantities, but OWNER does not take any guarantee for correctness of the same. The

payment will be made for the actually executed quantity as per BOQ and / or requirement

projected in writing by the Owner and measured at agreed rates.

1.3 The % should be quoted in figures and words.

1.4 The TENDERS shall remain valid for acceptance for 30 days from the last date of Submission.

1.4 The successful TENDERER shall be intimated about the Award of Work and the Earnest

Money Deposits of other TENDERERS shall be returned without any interest on the amount

deposited.

1.6 The site is available and is free from any encumbrances and each TENDERER shall be deemed

to have visited the site and seen the site conditions before quoting his TENDER. No claim on

grounds for want of such knowledge / site inspection shall be entertained at any stage.

1.7 The OWNER reserves the right to reject any / all TENDERS without assigning any reason and

shall not be bound to accept the lowest or any other TENDER.

1.8 TENDER not accompanied by the requisite EARNEST MONEY DEPOSIT in the specified

form or accompanied with the conditional offer are liable to be summarily rejected.

1.9 Incomplete and late TENDERS shall be rejected without any further reference.

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2. To become eligible for tender, the tenderer shall have to furnish three affidavits as under: -

2.1. I/We……………….………Prop. /Partner/Director of…….…………………… registered

address ………………………….……………… undertake and confirm that eligible similar

works has /have not been got executed through another contractor on back to back basis.

Further that, if such a violation comes to the notice of Department, then I/we shall be

debarred for tendering in EPCH contracts in future forever. Also, if such a violation

comes to the notice of Department before date of start of work, the Engineer- in-Charge

shall be free to forfeit the entire amount of Earnest Money Deposit/Performance

Guarantee.

2.2 I/We…………………….…………………………….S/o ………………………..………R/o

……………………………………….……………… hereby declare that:

i) I have submitted the requisite EMD amount in the form of a DD in favour of Export

Promotion Council for Handicrafts.

ii) In case of my tender is not accepted as per terms & condition of NIT and for any refund is

made to me against the EMD after the due deductions if any, the DD shall be returned to

me if I don’t qualify in pre qualification process or after the award of the work to the

successful bidder in case I qualify but don’t get awarded the work

EPCH shall not be responsible in any way for none crediting of EMD amount in the account

of

EPCH by due date and time as mentioned in NIT.

2.3 I/We…………………….…………………………….S/o

………………………..…………R/o ……………………………………….……………… do

hereby solemnly affirm and declare as under:

i) That I am sole proprietor/Partner of M/s…………………….…………………….,

R/o………………..………………………………………………………………………….

ii) That returns of GST department have been duly filed and no dues are pending of the

department up to last financial year.

iii) That this is my true and correct statement.

3. Financial bid shall be submitted simultaneously with scanned copies of

(1) D.D. towards EMD (2) work experience certificates*.(3) registration certificate under

Delhi GST/ State GST (In case the agency is awarded the contract, it will have to register

with Rajasthan GST Department before submission of first running bill). (4) An affidavit that

returns have been filed and agency have no dues towards GST in case of registered with GST.

(5) Affidavit regarding submission of EMD & bank particulars. (6) Acknowledgement of

latest copy of GST return filed (7) PAN card (8) Affidavit regarding the work, not executed

through another contractor on back to back basis (All above three affidavits to be scanned on

stamp paper of Rs 10/- separately). (9) letter of transmittal (10) Form A to E (11) Bidders

claiming eligibility under experience in the field of similar work shall submit proof from the

appropriate authority, which shall be to the satisfaction of competent authority.(12)TDS

certificates if work executed with private sector.(13) Registration /Enlistment certificate of

contractors (14). EPF Registration. (15). ESI Registration (16) Service Tax Registration.

* The tenderer shall be required to produce definite proof from the appropriate authority,

which shall be to the satisfaction of competent authority of having satisfactorily completed

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similar work of magnitude specified under above column. Work executed with the private

sector, be supported by TDS certificates.

3.1 All information called for in the enclosed forms should be furnished against the relevant

columns in the forms. If for any reason, information is furnished on a separate sheet, this fact

should be mentioned against the relevant column. Even if no information is to be provided in

a column, a “nil” or “no such case” entry should be made in that column. If any

particulars/query is not applicable in case of the bidder, it should be stated as “not

applicable”. The bidders are cautioned that not giving complete information called for in the

application forms or not giving it in clear terms or making any change in the prescribed forms

or deliberately suppressing the information may result in the bid being summarily

disqualified.

The bidder may furnish any additional information which he thinks is necessary to establish

his capabilities to successfully complete the envisaged work. He is, however, advised not to

furnish superfluous information. No information shall be entertained after submission of

eligibility criteria document unless it is called for by the Executive Engineer after approval of

NIT approving authority.

3.2 Documentation:

3.2.1 If the bidder is an individual, all the documents shall be signed by him above his full type

written name and current address.

3.2.2 If the bidder is a proprietary firm, all the documents shall be signed by the proprietor above

his full typewritten name and the full name of his firm with its current address.

3.2.3 If the bidder is a firm in partnership, all the documents shall be signed by all the partners of

the firm above their full typewritten names and current addresses, or, alternatively, by a

partner holding power of attorney for the firm. In the later case a certified copy of the power

of attorney should accompany the tender. In both cases a certified copy of the partnership

deed and current address of all the partners of the firm should accompany the tender.

3.2.4 If the bidder is a limited company or a corporation, the documents shall be signed by a duly

authorized person holding power of attorney for signing the tender accompanied by a copy

of the power of attorney. The bidder should also furnish a copy of the Memorandum of

Articles of Association duly attested by a Public Notary.

3.3 EVALUATION CRITERIA

The Bidders qualifying the initial criteria as set out will be evaluated for the following

criteria by scoring method on the basis of details furnished by them.

(a) Financial Strength (Form ‘A’ and ‘B’) Maximum 20 Marks

(b) Experience in similar nature of work during last seven years Maximum 20 Marks

(Form ‘C’)

(c) Performance on works (Time over run Parameter) (Form ‘D’ ) Maximum 20 Marks

(d) Performance on works (Quality)( Form ‘D’) Maximum 40 Marks

Total 100 Marks

9

To become eligible for short listing the bidder must secure at least fifty percent marks in

each and sixty percent marks in aggregate in Part A, Part B & Part C individually as per

Annexure1.

The department, however, reserves the right to restrict the list of such qualified contractors

to any number deemed suitably by it.

3.3.1 Scoring method of evaluation: -

The scoring for evaluation shall be done as per the Annexure-1.

3.4 Financial information

Bidder should furnish the following financial information:

Annual financial statement for the last five year in (Form A) and solvency certificate in

(Form B)

3.5 Experience in works highlighting experience in similar works

3.5.1 Bidder should furnish the following:

List of all works of similar nature successfully completed during the last seven years in

(Form C)

3.5.2 Particulars of completed works and performance of the bidder duly authenticated/certified

by an officer not below the rank of Executive Engineer or equivalent should be furnished

separately for each work completed or in progress in (Form “D”).

3.6 Organization information

Bidder is required to submit the information in respect of his organization in Form “E”.

3.3 Letter of transmittal

The bidder should submit the letter of transmittal attached with the pre-qualification

document.

3.8 Opening of Price bid

After evaluation of applications, a list of short listed agencies will be prepared. Thereafter

the financial bids (FORM – I will have to be submitted with stamp and signature of

authorized signatory in a separate envelope titled as “Financial Bid”) shall be invited from

qualified and technically acceptable bidders. The last date of submission of financial bids

and opening of same shall be informed to qualified bidders at a later stage. The bids shall

remain valid for 90 days from the date of opening of Financial bid.

3.9 Award criteria

3.9.1 The employer reserves the right, without being liable for any damages or obligation to

inform the bidder, to:

(a) Amend the scope and value of contract to the bidder.

(b) Reject any or all the applications without assigning any reason.

Executive Director

EPCH

10

LETTER OF TRANSMITTAL

FROM:-

To,

The Office of Executive Director, EPCH

EPCH House, Pocket 6 & 7 , Sector ‘C’,

LSC, Vasant Kunj, New Delhi-110070

Subject: Submission of Pre-Qualification application for “Interior and Loose furniture works” at

Trade & Facilitation Centre at Jodhpur

Sir,

Having examined the details given in Pre-qualification Press Notice and Pre-qualification

document for the above work, I/we hereby submit the pre-qualification document and other

relevant information.

1. I/we hereby certify that all the statement made, and information supplied in the enclosed

Forms/Tables and accompanying statement are true and correct.

2. I/we have furnished all information & detail necessary for pre-qualification eligibility and have

no further pertinent information to supply.

3. I/we submit the requisite certified solvency certificate and authorize the Executive Director

EPCH to approach the Bank issuing the solvency certificate to confirm the correctness there of.

I/we also authorize EPCH to approach individuals, employer’s firms and corporation to verify our

competence and general reputation.

4. I/we submit the following certificates in support of our suitability, technical know-how and

capability for having successfully completed the following works:

Name of Work -

Certificate from -

Enclosures -

Seal of applicant

Date of Submission Signature(s) applicant(s)

11

EXPORT PROMOTION COUNCIL FOR HANDICRAFTS EPCH House, Pocket 6 & 7, Sector ‘C’, LSC, Vasant Kunj, New Delhi-110070

Office of Executive Director, EPCH

STATE : RAJASTHAN PLACE : JODHPUR

FORM – I (To be submitted only by pre qualified bidders)

PERCENTAGE RATE TENDER & CONTRACT FOR WORK

Name of Work : - Construction of Trade and Facilitation Centre at Jodhpur.

Sub Head : - “ Interior & Loose Furniture works”.

To be submitted by hand in hard copy at EPCH’s Office at following address:

Office of Executive Director, EPCH

EPCH House, Pocket 6 & 7, Sector ‘C’, LSC, Vasant Kunj, New Delhi-110070

Rate Quoted % above or below - ……………….

Total estimated amount after considering % rate above or below - ……………….

i) Last date of submission of financial bid and opening of same shall be informed at a

later stage and only to pre-qualified bidders.

ii) This form needs to be signed and stamped by the authorized signatory of the

bidder.

iii) This form needs to be submitted in a separate envelope titled as “Financial Bid”

Designation of officer releasing the documents – Executive Director, EPCH.

Executive Director, EPCH.

Date of Release: 23/01/2020

12

TENDER

I/We have read and examined the notice inviting tender, schedule, A,B,C,D,E & F. specifications

applicable , Drawings & Designs, General Rules and Directions, Conditions of Contract, clauses of

contract, special conditions, Schedule of Rate & other documents and Rules referred to in the

conditions of contract and all other contents in the tender document for the work.

I/We hereby tender for the execution of the work specified for the EPCH, Delhi within the time

specified in Schedule "F", viz., schedule of quantities and in accordance in all respects with the

specifications, design, drawings and instructions in writing referred to in Rule-I of General Rules

and Directions and in Clause-11 of the Conditions of contract and with such materials as are

provided for, by, and in respects in accordance with, such condition so far as applicable.

I/We agree to keep the tender open for Thirty (30) days from the date of its opening technical bid

and not to make any modification in its terms and conditions.

A sum of Rs. 3,00,000/- has been deposited in the form of a DD and should be credited in the said

account within 4 working days of closing of due date of bids. EPCH, Delhi shall not any way be

responsible incase the EMD is not found credited in said account as mentioned above. No cash

transaction shall be accepted. If I/ We, fail to furnish the prescribed performance guarantee within

prescribed period, I/We agree that the said Executive Director, EPCH, Delhi or his successors in

office shall, without prejudice to any other right or remedy, be at liberty to forfeit the said earnest

money absolutely. Further, if I/We fail to commence work as specified, I/We agree that Executive

Director, EPCH, Delhi or his successors in office shall without prejudice to any other right or

remedy available in law, be at liberty to forfeit the said earnest money and the performance

guarantee absolutely, otherwise the said earnest money shall be retained by him towards security

deposit to execute all the works referred to in the tender documents upon the terms and conditions

contained or referred to therein and to carry out such deviations, as may be ordered, up to

maximum of the percentage mentioned in Schedule "F" and those in excess of that limit at the rates

to be determined in accordance with the provision contained in clause 12.2 and 12.3 of the tender

form.

Further, I/we agree that in case of forfeiture of Earnest Money or both Earnest Money and

Bank Guarantee or failure to deposit EMD as aforesaid, I/we may be debarred for

participation in the tendering process of the work.

I/We hereby declare that I/We shall treat the tender documents drawings and other records

connected with the work as secret / confidential documents and shall not communicate information

/ derived there from to any person other than a person to whom I/We am / are authorised to

communicate the same or use the information in any manner prejudicial to the safety of the EPCH.

Dated ......………

Signature of Contractor

Postal Address

Telephone No.

Witness: Fax

Address: Email

Occupation:

Telephone No:

13

* To be filled in by the contractor

SCHEDULES

SCHEDULE 'A'

Schedule of Quantities: - Page …. to …..

SCHEDULE 'B'

Schedule of materials to be issued to the contractor:

S. No.

Description of Item

Quantity Rates in figures & words

at which the material will

be charged to the

contractor

Place of

Issue

1 2

3 4 5

--- NIL --- ..... ..... ----

SCHEDULE 'C'

Tools and Plants to be hired to the contractor

S. No. Description Hire charges per

day

Place of issue

1 2 3 4

--------------------NIL-------------------

SCHEDULE 'D'

Extra schedule for specific requirements / documents for the work, if any: NIL

SCHEDULE 'E’

Reference to General conditions of contract: -

“General conditions of contract” for

CPWD works-2014 edition with

amendments up to date

14

Name of Work :- Construction of Trade and Facilitation Centre at Jodhpur

Sub Head :- “Interior & Loose furniture works”.

Estimate cost of Work (A) Interior Work : Rs. 1,48,61,431/-

Earnest Money : Rs. 3,00,000 /-

Performance Guarantee : 5% of tendered value.

Security Deposit : 2.5% of tendered value.

SCHEDULE ‘F’

General rules and directions : General Conditions of contract for

CPWD Works 2014 with upto date

amendments

Officer Inviting Tender : Executive Director, EPCH, Delhi

Definitions:

i. Engineer-in-Charge : Executive Director, EPCH, Delhi

ii. Accepting Authority : Executive Director, EPCH, Delhi

iii .Percentage on cost of materials and

labour to cover all overheads and

profits. : 15%

iv. Standard Schedule of Rate : DSR 2018 & Market Rates

v. Department : EPCH

vi. Standard CPWD contract Form : CWPD form 7

GCC 2014 as modified and

corrected upto date corrections

Clause 1

(i) Time allowed for submission of

Performance guarantee from the date : 10 days

of issue of letter of acceptance

(ii) Maximum allowable extension with late fee

@ 0.1% per day of PG beyond the period provided in : 7 days

provided in ( i) above

15

Clause 2

Authority for fixing compensation : Client / PMC

under clause 2.

Clause 2A

Whether Clause 2A shall be applicable : No

Clause 5

Number of days from the date of issue of letter

of acceptance for reckoning date of start : 15th

Calendar day from

issue of letter of Acceptance.

Mile Stone (s) : As per table given below

Table of Mile Stone(s)

S. No. Physical Mile stone Time allowed

from day of start

( Month )

Amount to be with-held

in case of non-

achievement of

Milestone

1. All complete wood work

including panelling etc.

1 months 1.0 % of the tendered

Amount

2. Supplying and installing Loose

furniture

1 Months 1.0% of the tendered

Amount

Time allowed for execution of work : 02 Calendar Months

Authority to decide

(i) Extension of time. : Client / PMC

(ii) Rescheduling of mile stones : Client / PMC

Clause 6, 6A

Clause applicable (6 or 6A) : 6A- Applicable

Clause 7

Gross work to be done together with : Rs. 30 Lakhs/-(Rupees 30 lakhs only) net payment / adjustment of advances for material collected, if any, since the last such payment for being eligible to interim payment

16

Clause 8A

Testing equipment to be provided by : Equipment’s required for testing of

the contractor at site lab materials to be used on work as per

CPWD specification 2009Vol-I & II.

Clause 8 B (ii)

Whether Clause 10 B (ii) shall be applicable : Not Applicable

Clause 9 C

Applicable /Component of labour : Not Applicable

Expressed as Percent of value of work

Clause 9 CA : Not Applicable

Clause 9 CB : Not Applicable

Clause 10

Specifications to be followed : CPWD specifications 2009 (Vol.-I and II) with

upto date correction Slips and IS 456:2000. IS:

802,806 & 1161 for Str. steel

Clause 11 Type of work : Original work

11.2 & 11.3 Deviation limit beyond which : 30%

clause 12.2 & 12.3 shall apply

for Super structure work

11.4 Deviation limit beyond which : 100%

clause 12.2 & 12.3 shall apply

for foundation work.

Clause 12

Competent Authority for : …………………

Deciding reduced rates

Clause 13:

List of mandatory machinery, tools & plants to be deployed by the contractor at site. Adequate No.

of Machineries/tools & plants as per the requirement/ specifications of the work shall be deployed

by the contractor at site. Besides that, routine/normal tools required for day to day working are also

to be arranged at site by the contractor.

Clause 14; Constitution of Dispute Redressal

Committee : i) Executive Director, EPCH

17

Clause 15 (i)

Requirement of Technical representative (s) and recovery rate,

as per O.M. No. DGW/MAN/306 dtd. 16/05/2014 issued by CPWD.

S.

No.

Requirement of Technical Staff

Minimum

experience

(Years)

Designation Rate at which recovery

shall be made from to

contractor in the event

of not fulfilling

provision of clause 36

(i)

Qualification Numbers

1. Graduate Engineer

(Civil)

1 10 (and having

experience of

one similar

nature of work)

Project Manager Rs. 30,000/- per month

Asstt. Engineer retired from Govt. services, who are holding Diploma will be treated at PAR with

Graduate Engineers. Even, if contractor or partner himself is an Engineer / Overseer, it is necessary

on part of contractor to employ Engineer as per stipulation.

Clause 16

i) (a) Schedule/statement for determining :

theoretical quantity of cement &

bitumen on the basis

ii) Variations permissible on theoretical

quantities: -

(a) Cement : 2% Plus/Minus

(b) Steel reinforcement and structure : 2% Plus/Minus

steel sections for each dia meter,

section and category

(c) Bitumen for all work : 2.5% Plus side only and Nil on

Minus side.

(d) All other materials : Nil

DSR 2018 and as per nomenclature

of item with upto date Correction

Slips.

18

RECOVERY RATES FOR QUANTITIES BEYOND PERMISSIBLE VARIATION

S.No. Description of Item Rates in figures and words at which recovery shall be made

from the contractor.

Excess use beyond

Permissible

Variation

Less use up to

the permissible

variation

1 2 3 4

(i) Cement, steel & Bitumen ----- Double the rate of material as on

date of Tender.

Executive Director,

EPCH

19

Annexure-I

CRITERIA FOR EVALUATION OF THE PERFORMANCE OF CONTRACTORS FOR

PRE-ELIGIBILITY

Attributes Evaluation

(a) Financial strength (20 marks)

(i) Average annual 16 marks

Turnover

(ii) Solvency 4 marks

Certificate

(i) 60% marks for minimum eligibility criteria

(ii) 100% marks for twice the minimum

eligibility criteria or more

In between (i) & (ii) – on pro-rata basis

(b) Experience in similar (20marks)

class of works

(i) 60% marks for minimum eligibility

criteria

(ii) 100% marks for twice the minimum

eligibility criteria or more

In between (i) & (ii) – on pro-rata basis

(c) Performance on (20 marks)

works (time over run)

Parameter Calculation For

points

Score Maximum Marks

If TOR =

(i) Without levy of

Compensation

(ii) With levy of

compensation

(iii) Levy of compensation

not decided

1.00 2.00 3.00 >3.50

20 15 10 10

20 5 0 -5

20 10 0 0

20

TOR = AT/ST, where AT=Actual Time; ST=Stipulated Time.

Note: Marks for value in between the stages indicated above is to be determined by straight

line variation basis.

(d) Performance of works (Quality) (40 marks)

(i) Outstanding 40

(ii) Very Good 30

(iii) Good 20

20

FORM ‘A’

FINANCIAL INFORMATION

I. Financial Analysis – Details to be furnished duly supported by figures in balance sheet/

profit & loss account for the last five years duly certified by the Chartered Accountant, as

submitted by the applicant to the Income Tax Department (Copies to be attached).

Years

2014-15 2015-16 2016-17 2017-18 2018-19

(i) Gross Annual turn over on construction works.

(ii) Profit/Loss.

II. Financial arrangements for carrying out the proposed work.

III. Solvency Certificate from Bankers of the bidder in the prescribed Form “B”.

Signature of Chartered Accountant with Seal Signature of Bidder(s).

21

FORM “B”

FORM OF BANKERS’ CERTIFICATE FROM A SCHEDULED BANK

This is to certify that to the best of our knowledge and information that M/s. /

Sh…………………………………………………………. having marginally noted address, a

customer of our bank are/ is respectable and can be treated as good for any engagement upto a

limit of Rs…………………. Rupees ……………………………………………………..)

This certificate is issued without any guarantee or responsibility on the bank or any of the officers.

(Signature)

For the Bank

NOTE:-

(1) Bankers certificates should be on letter head of the Bank, sealed in cover addressed to

tendering authority.

(2) In case of partnership firm, certificate should include names of all partners as recorded with

the Bank.

22

FORM ‘C’

DETAILS OF ALL WORKS OF SIMILAR CLASS COMPLETED DURING THE

LAST SEVEN YEARS ENDING LAST DAY OF THE MONTH JULY, 2019

S.

No

.

Name of

work /project

and location

Owner

or

sponsori

ng

organiza

tion

Cost of

work in

crores of

rupees

Date

of

comm

encem

ent as

per

contra

ct

Stipula

ted

date of

compl

etion

Actual

date of

complet

ion

Litigation/a

rbitration

cases

pending/in

progress

with

details*

Name and

address/tel

ephone

No. of

officer to

whom

reference

may be

made

Remark

s

1 2 3 4 5 6 7 8 9 10

* Indicate gross amount claimed and amount awarded by the Arbitrator.

Signature of Bidder(s)

23

FORM ‘D’

PERFORMANCE REPORT OF WORKS REFERRED TO IN FORMS “B” & “C”

1. Name of work/project & location

2. Agreement no.

3. Estimated cost

4. Tendered cost

5. Date of start

6. Date of completion

(i) Stipulated date of completion

(ii) Actual date of completion

7. (a) Whether case of levy of compensation for delay has been decided or not –yes/no.

(b) If decided amount of compensation levied for delayed completion if any.

8. Amount of reduced rate items, if any

9. Performance Report

(1) Quality of work : Outstanding /Very Good/Good/Fair/Poor

(2) Financial soundness : Outstanding /Very Good/Good/Fair/Poor

(3) Technical Proficiency : Outstanding /Very Good/Good/Fair/Poor

(4) Resourcefulness : Outstanding /Very Good/Good/Fair/Poor

(5) General Behaviour : Outstanding /Very Good/Good/Fair/Poor

Dated: Executive Engineer or Equivalent

24

FORM “E”

STRUCTURE & ORGANISATION

1. Name & address of the bidder

2. Telephone no. /Telex no. /Fax no.

3. Legal status of the bidder (attach copies of original document defining the legal status)

(a) An Individual

(b) A proprietary firm

(c) A firm in partnership

(d) A limited company or Corporation

4. Particulars of registration with various Government Bodies (attach attested photocopy)

Organisation/Place of registration Registration No.

1.

2.

3.

4.

5. Names and titles of Executive Directors & Officers with designation to be concerned with

this work.

6. Designation of individuals authorized to act for the organization

7. Has the bidder or any constituent partner in case of partnership firm Limited

company/Joint Venture / Consortium ever been connected by the court of law of

work.

8. In which field of civil Engineering construction the bidder has specialization

and interest.

9. Any other information considered necessary but not included above.

Signature of Bidder(s)

25

SCOPE OF WORK

1.0 Scope of work (Nothing extra shall be paid on account of the following works.)

(i) The scope of work includes Wall paneling, acoustical paneling, doors, hardware , fittings and

fixtures including installation of office furniture’s, work stations etc. It shall also include

making adjustment in the layout if required as per site conditions and as directed by the

Engineer-in-Charge.

(ii) Clearing of site for construction work and all activities connected therewith before

commencement of work to the satisfaction of the Engineer-in-Charge.

(iii) Clearing of site (to the satisfaction of the Executive Director, EPCH. after completion of entire

work.

(iv) Maintenance of all executed works during construction till handing over to the Department.

(v) Provision for all safety measures for traffic, pedestrian workmen, machinery etc. as considered

necessary by the Engineer-in-charge.

(vi) Identification of services like sewer lines, gas supply lines, water supply lines, electric and

telephone cables etc. well in advance of actual execution. Protection and maintenance of

existing services.

(vii) All ancillary and incidental facilities required for execution of the work i.e. labour camps,

stores, offices for contractors, work shop facilities, watch and ward, temporary structure for

plants and machinery, well equipped site laboratory as mentioned in the tender document, water

storage structure, tube wells, electric /telephone installation and charges, liaison work,

protection work during execution and not included in the main items, any other item /activity

contained elsewhere in the tender documents which is necessary for execution of work in the

opinion of the Executive Director, EPCH.

(viii) Pumping/bailing out water etc from drain in suitable manner as directed by Engineer-in-Charge

shall be done by the agency, if required, at his own cost and nothing extra shall be payable on

this account.

(ix) During construction/Upgradation of drains necessary arrangements for diverting the water by

means of bypassing the drains for maintaining undisturbed flow, pumping out water in bypass

drain and any other arrangement required at site for free flow of drain water shall be made by

the contractor and nothing shall be payable on this account.

26

2. In case of flooding of site on account of rain or any other cause, or any other damage whatsoever,

no claim financially or otherwise shall be entertained, notwithstanding any other provisions

elsewhere in the tender documents.

3. The contractor shall submit a detailed programme for execution of work showing activities

distinctly along with Bar-Chart/ PERT within one weeks from the date of award of work. The

contractor shall submit monthly progress report along with bar chart indicating status of work. The

contractor shall also submit monthly Programme in advance indicating resources to be deployed

like material, labour, T&P etc. In case he fails to submit such detailed Programme by 10th of every

month, a recovery of Rs. 20,00/- per day shall be effected for default period till completion of

work.

4. If required the contractor shall have to work during nights also. He shall make the necessary

arrangements for lights etc. for nights or even if lights are required in day due to any other reason.

Nothing extra shall be paid on this account. The rates shall include the above elements.

5. The Performance Guarantee and security deposit shall be refunded as per the Clause 1

(ii) and clause 17 of General condition of contract for CPWD works 2014.

Executive Director,

EPCH

27

General Specification & Conditions

1. The work, in general, shall be executed as per the description of item, specifications

attached, CPWD specifications 2009 Vol, l, & II with correction slips issued up to date.

Any additional standard specifications or criteria published by the IRC/BIS or other foreign standard and in practice on the date of receipt of tenders shall also be taken into account. In the absence of any definite provisions on any particular issue in the above-mentioned specifications, the design and construction shall be in conformity with the Sound Engineering Practice and in all such matters the decision of the Client or Client appointed representative shall be final and binding on the contractor and nothing shall be paid extra.

In case of any discrepancy or contradiction amongst the specified standards the following order of preferences shall generally prevail.

i. Nomenclature of items etc given in Schedule of Quantities & Scope of Work.

ii. Particular Specifications, general conditions and additional conditions if any.

iii. Drawings attached with the tender.

iv. CPWD specifications, 2009, Vol I & II with correction slips up to 31.10.2014.

v. All relevant IS Codes with the latest revisions.

vi. Foreign standards, such as BS, AASHTO, CEB-FIP etc. and accepted international

practice as approved by Engineer-in-Charge.

vii. Sound Engineering Practice as per directions of the Client or Client appointed

representative .

If there are varying or conflicting provisions made in any document forming part of the

contract, the Client or Client appointed representative shall be the deciding authority with

regard to the intention / interpretation of the document and his decision shall be binding

without any reservations.

2. Whenever any reference to any Indian standard specifications occurs in the document

relating to this contract the same shall be inclusive of all the amendments issued thereto or

revisions thereof, if any, up to date.

3. The work shall be carried out in the manner complying in all respects with requirement of

relevant bye-laws of the local bodies under the jurisdiction of which the entire work is to be

executed or as directed by the Client or Client appointed representative and nothing extra

will be paid on this account.

4. The contractor shall be responsible to arrange at his own cost all necessary T&P required

for the execution of work.

5. The contractor shall make his own arrangement for temporary electric connections, if

required, and make necessary payment for it direct to the department concerned.

6. The contractor shall make necessary arrangement at his own cost for silent type diesel

generator sets required for the work, so that the same can be used by him during

failure/none availability of electricity. Necessary permission etc. if required shall be taken

by him from the concerned authorities. Nothing extra shall be paid on this account.

7. The contractor shall deemed to have fully acquainted himself with the nature and extent of

the work and working conditions at site before submitting the tender. The work shall be

executed as per preference approved by Engineer-in-charge. If the materials, drawing,

28

designs etc. are not available due to any conditions, the programme of the contractors shall

be modified accordingly and no compensations/damages shall be payable.

8. The contractor shall take all precautions by exhibiting necessary caution boards, red flags,

red lights, barricades and barriers to avoid any accident during execution of work. The

contractor shall be responsible for all damages and accident due to negligence on his part.

The contractor shall also provide helmets, safety belts, etc. required for labours. Noting

extra shall be paid on that account.

9. No payment will be made to the contractor for damages caused by rains or other natural

calamities or riots during execution of the work and no claims on this account will be

entertained.

10. The rates of all items of work shall, unless clearly specified otherwise in the CPWD

specifications, include cost of all labour, material and other inputs involved in the execution

& completion of the item in all respects.

11. All mandatory tests will be done from the lab/expert agency, duly approved by Executive

Director, EPCH (Annexure-Z). The expenditure for the mandatory tests shall be borne by

the contractor including the cost of collecting samples and cartage to lab as well as testing

charges etc.

12. The contractor shall ensure quality control measures on different aspects of construction

materials, workmanship and correct construction methodologies to be adopted. He shall

have to submit quality assurance Programme within two weeks of the award of the work.

The quality assurance Programme should include method statement for various items of

work to be executed alongwith check lists to enforce quality control. The quality assurance

of the work shall be got done through the third party appointed by the Executive Director,

EPCH and the payment of work done shall be released to contractor after certification of

third party for its quantity and quality etc. The charges of third party shall be borne by

EPCH.

13. The contractor shall make all efforts to mechanize the construction work to maximum

possible extent by using the latest T & P / machinery and equipment etc.

14. The time of completion shall be essence of the contract and to be strictly adhered to by the

contractor. He shall provide a Programme of action showing all the activities and event for

timely completion of the project. No time and cost over-run shall be allowed including

interruption due to rains or otherwise.

15. The contractor should make necessary arrangement for water at his own cost required for

construction and drinking purposes. Nothing extra shall be paid on this account.

16. The various items of the work shall be taken up simultaneously whenever possible to speed

up the work. Nothing extra shall be paid on this account.

17. The contractor shall maintain in good condition all work during execution till completion of

entire work assigned to him.

18. Contractor shall ensure that no service like water supply, sewerage, telephone, gas and

power etc. is disturbed/ damaged. It shall be the sole responsibility of the contractor to

restore any damage to any service and to pay compensation/recovery if demanded by the

concerned department. Nothing extra shall be payable on this account.

29

19. Cooperation with other contractors: The contractor shall extend his cooperation with the

other contractors engaged for the work especially in respect of sharing of the site and

adjustments in the working Programme for the interrelation activities of the work. Due care

shall be taken by the contractor to avoid damages/loss to the works executed by the other

agencies, failing which the same shall be made good by the contractor at his cost.

20. The contractor shall make arrangement for sufficient quantity of all the materials required

for construction of work conforming to required/related specifications.

21. Proper labour hutments with all the required civic amenities as per CPWD Norms shall be

constructed by the contractor at site of work. He has to remove all the hutments on

completion.

22. The Contractor shall make necessary arrangements for medical aid to all his workers

including availability of first aid box all the time at the site of work.

23. Even ISI marked material may be subjected to the quality test at the discretion of the

Engineer-in-charge. Whenever ISI marked materials are brought to the site of work the

contractor shall, if required by the engineer-in-charge, furnish manufacturers test certificate

or test certificates confirm to the relevant IS Codes and BIS License valid on that date.

However cement/steel will be necessarily tested before start of work and will not be used

till approved by Engineer-in-charge.

24. The work may be inspected by Third Party Engineers/ CTE/ Central Vigilance Commission

or any other agency on behalf of EPCH. Any deduction/compensation proposed by these

agencies or EPCH in regard to defective work or work not confirming to specifications, loss

of time shall be deducted from bills. No claim of the contractor whatsoever shall be

entertained on this account.

25. The Contractor shall submit the labour report fortnightly for the labour (skilled/unskilled)

engaged by him at the site. In case of failure, a recovery of Rs.500/- for each fortnight shall

be made on this account.

26. “The contractor shall submit completion plans, L-section, cross sections of roads and cross

sections of drains constructed by him in the work, at the time of final bill.

27. Nothing extra, what so ever shall be payable to the contractor for executing the work as per

general specifications and special conditions in all the above paras.

28. The contractor has to arrange Ready Mix Concrete (RMC) from the RMC producing plants

of cement manufacturers (located within 50km distance from the site of work).

29. The contractor shall have to mention the details of RMC plant from where he intends to

bring the design mix concrete in the tender documents. If allowed, the plant including all

material to be used in batch mix shall be open to inspection by the Client or his

representative, whenever required.

30. EPCH shall not pay extra for transportation cartage charges of RMC for transporting the

ready mix concrete at site.

30

31. The RMC plant should supply three computer generated copies of challans/ bill indicating

quantity of RMC, concrete, cement, slump value and grade with time of departure from the

plant.

32. The EPCH will verify the challan/bills received from the plant furnished by contractor in

support of the RMC supplied, before making payment of RMC to the contractor. The above

condition should only be relaxed in exceptional circumstances and to meet the emergency

only by the Client.

33. Copy of the Design Mix is to be sent to the Client or Client appointed representative. Any

change in the source of supply be permitted only on written approval from the Client or

Client appointed representative.

34. RMC supplier will supply the Mix as per approved Design Mix and will sent the copy of the

computerized challan indicating slump, w/c ratio, quantity of RMC along with every transit

mixer.

35. Site staff will get the transit mixer uploaded if the proper challan from the approved

supplier is found in order and record of the same be maintained.

36. Incharge concerned at any stage can send the mix to the laboratory for test for quantity of

cement.

37. If Mix is not found as per the Design Mix then the concerned plant shall be debarred for

supplying RMC to EPCH work sites. This aspect shall be informed to the RMC supplier

before commencement of the supply of RMC by the concerned Incaharge .

38. The department will deal only with the contractor and his authorized representative and

none else, with whom contractor may be in liaison or associated in any manner.

39. The agency shall be registered with ESI , EPF& GST.

40. Compensation shall be imposed to the agency violating the dust control measures or any

other NGT order at construction and demolition sites in Jodhpur.

41. INSURANCE POLICIES Before commencing the execution of work, the Contractor shall, without in any way

limiting his obligations and liabilities, insure at his own cost and expense against any damage or loss or injury, which may be caused to any person or property, at site of work. The Contractor shall obtain and submit to the Client or Client appointed representative all Risk Insurance Policy for an amount equivalent to the contract

value for this work, with Client as the first beneficiary. The insurance shall be obtained in joint names of Executive Director, EPCH and the Contractor (who shall be second beneficiary). Also, he shall indemnify the Department from any liability during the execution of the work. Further, he shall obtain and submit to the Executive Director,

EPCH, a third-party insurance policy for maximum Rs.2.5 lacs for each accident,

with the Engineer-in-Charge as the first beneficiary. The insurance shall be obtained in joint names of Engineer-in-Charge and the Contractor (who shall be second beneficiary). The Contractor shall, from time to time, provide documentary evidence as regards payment of premium for all the Insurance Policies for keeping them valid till the completion of the work. The Contractor shall ensure that similar Insurance Policies are also taken by his Sub-Contractors / specialized agencies. The Contractor shall however be responsible, to the Department, for any claim or loss resulting from the failure of his Sub Contractors / specialized agencies in obtaining such Insurance Policies. Without prejudice to any of its obligations and responsibilities specified above, the Contractor shall within 10 days from the date of letter of acceptance of the tender and

31

thereafter at the end of each quarter submit a report to the Department giving details of the Insurance Policies along with Certificate of these insurance policies being valid, along with documentary evidences as required by the Engineer-in-Charge. No work shall be commenced by the Contractor unless he obtains the Insurance Policies as mentioned above. Also, no payment shall be made to the Contractor on expiry of insurance policies unless renewed by the Contractor. Nothing extra shall be payable on this account. No claim of hindrance (or any other claim) shall be entertained from the contractor on these accounts.

Executive Director

EPCH

32

Additional Conditions

1) The work is to be executed in time bound manner to achieve the required progress;

the agency may have to be used no. of slip form pavers as well sufficient nos. of

fixed form pavers but nothing extra shall be paid on this account.

2) The work shall be carried out in such a manner so as not to interfere or affect or

disturb other works, being executed by other agencies, if any.

3) Any damage done by the contractor to any existing work shall be made good by him at

his own cost.

4) The work shall be carried out in the manner complying in all respects with the

requirement of relevant byelaws of the local bodies under the jurisdiction of which the

work is to be executed and nothing extra shall be paid on this account.

5) The contractor shall make his own arrangement for obtaining electric connection (s) if

required, and make necessary payment directly to the department concerned. The

department will however make all reasonable recommendations to the authority concerned

in this regard.

6) The Contractor or his authorized representative should always be available at the site of

work to take instructions from departmental officers, and ensure proper execution of

work. No work should be done in the absence of such authorized representative.

7) The structural and other drawings for the work shall at all times, be properly

correlated before executing any work and no claim whatsoever shall be entertained in his

respect..

8) The contractor shall maintain in good condition, all works executed till the

completion of entire work allotted to the contractor.

9) Royalty at the prevalent rates and all other incidental expenditure shall have to be paid by

the contractor on all the, metal shingle, earth sand, bajri etc. collected by him for the

execution of the work direct to the concerned Revenue Authority of the State or Central

Govt. His rates are deemed to include all such expenditure and nothing extra shall be paid

on this account.

10) All work and materials brought and left upon the ground by the contractor or by his order

for the purpose of forming part of the works, are to be considered to be the property of the

EPCH and the same are not to be removed or taken away by the contractor or any other

person without consent in writing of the Client or Client appointed representative, but

EPCH not to be in any way responsible for any loss or damage which may happen to or

in respect of any such work or materials either by the same being lost or damaged by

weather or otherwise.

11) Unless otherwise provided in the schedule of quantities the rates, tendered by the contractor shall be all-inclusive and shall apply to all heights, depths, leads and lifts.

12) The contractor shall construct suitable godown at the contractor’s compound for

33

storing the materials safe against damage due to sun, rain dampness, fire, theft etc. He shall also employ necessary watch and ward establishment for the purpose and no extra claim whatsoever shall be entertained on this account.

13) Cement bags shall be stored in two separate godowns, one for tested cement and the other

for fresh cement (under testing). These godowns shall be constructed by the contractor at

his own cost as per sketch given in the general conditions of contract for CPWD works-

2014 with weather proof roofs and walls. The actual size of godown shall be as per site

requirements and nothing extra shall be paid for the same. The decision of the Client or

Client appointed representative regarding the capacity needed will be final. However, the

capacity of each godown shall not be less than 50 tonnes. Each godown shall be provided

with a single door with two locks. The keys of one lock shall remain with Client or his

representative of the work and that of other lock with the contractor or his authorized

representative at the site of work so that the cement is issued from godown accordingly to

the daily requirement with the knowledge of both parties. The account of daily receipt and

issue of cement shall be maintained in a register in the prescribed Performa and signed

daily by the contractor or his authorized agent in token of its correctness.

14) Material shall be kept in joint custody of the contractor and the representative of the

Executive Director, EPCH. The empty containers shall not be removed from the site of

work till the relevant item of work has been completed and permission obtained from the

Executive Director, EPCH.

15) The area shall be kept dry when the work is in progress even below water table.

Nothing extra shall be paid for bailing out water due to sub-soil condition, rains, spring

etc.

16) If required the contractor shall have to work during nights also. He shall make the necessary arrangements for lights etc. for nights or even if lights are required in day due to any other reason. Nothing extra shall be paid on this account. The rates shall include the above elements.

17) Proper labour hutments with all the required civic amenities as per CPWD Norms shall be

constructed by the contractor at site of work. He has to remove all the hutments on

completion.

18) Material received from the site after dismantling and demolishing the existing structures

shall be stacked and measured properly in the presence of the Site Engineer.

19) Maintenance of Register of Tests

i) All the registers of tests carried out at construction site or in outside laboratories shall be

maintained by the contractor which shall be issued to the contractor by Client or Client

appointed representative.

ii) All samples of materials including cement concrete cubes shall be taken jointly with

34

contractor and representative of the Client, Cost of samples materials is to be borne by the

contractor and he shall be responsible for safe custody of samples to be tested at site.

iii) All the entries in the registers will be made by the designated Engineering Staff of the

contractor and same should be regularly reviewed by representative of the Client or Client

appointed representative.

iv) Contractor shall be responsible for safe custody of all the test registers.

Executive Director

EPCH

35

SPECIAL CONDITIONS – GENERAL

1.1.1 The contents of special conditions take precedence over the general ‘Clauses of Contract.

1.1.2 The Contractors are advised to inspect and examine the site and its surroundings and satisfy

themselves with the nature of site, the means of access to the site, the constraints of space for stacking

material / machinery, labour etc., constraints put by local regulations, if any, weather conditions at

site, general ground/subsoil conditions etc. or any other circumstances which may affect or influence

their tenders. No claim what so ever on account of site constraints mentioned above or any other site

constraints, lack of public transport, inadequate availability of skilled, semi-skilled or unskilled

workers in the near vicinity, non-availability of construction machinery spare parts and any other

constraints not specifically stated here, shall be entertained from the Contractor. Therefore, the

Tenderers are advised to visit site and get first-hand information of site constraints. Accordingly, they

should quote their tenders. Nothing extra shall be payable on this account.

1.1.3 The site is available for work. The Contractor shall carry out survey of the work area, at his own cost,

setting out the layout and fixing of alignment of the building as per architectural and Structural

drawings in consultation with the Engineer-in-Charge and proceed further ensuring full structural

continuity and integrated and monolithic construction. Any discrepancy between the architectural

drawings and actual layout at site shall be brought to the notice of the Engineer-in-charge. It shall be

responsibility of the Contractor to ensure correct setting out of alignment. Nothing extra shall be

payable on this account. No claims, whatsoever, shall be entertained at a later date for any errors

found, on plea that the information supplied by Client in the tender is insufficient or is at variance

with the actual site conditions.

1.1.4 The contractor shall be deemed to have obtained all necessary information as to risks, contingencies

and other circumstances which may influence or affect the tender or works to the extent, the

contractor shall be satisfied before submitting the tender as to all relevant matters, including (without

limitation):

a) The form and nature of the site, including sub-surface conditions,

b) The hydrological and climatic conditions,

c) The extent and nature of the work and goods necessary for the execution and completion of the works

and the remedying of any defects,

d) The laws, procedures and labour practices of the country, and

e) The contractor’s requirements for access, accommodation, facilities, personnel, power, transport, water

and other services etc.

1.1.5 The Contractor shall, if required by him, before submission of the tender, inspect the drawings in the

Office of “Executive Director EPCH.” And shall not bear any responsibility for the lack of knowledge

and also the consequences, thereof to the Contractor. The information and data shown in the drawings

and mentioned in the tender documents have been furnished for general information and guidance

only. The Engineer-in-Charge, in no case, shall be held responsible for the accuracy thereof and/or

interpretations or conclusions drawn there from by the Contractor and all consequences shall be borne

by the Contractor. No claim, whatsoever, shall be entertained from the Contractor, if the data or

information furnished in tender document is different or in-correct otherwise or actual working

drawings are at variance with the drawings available for inspection or attached to the tender

documents. It is presumed that the Contractor shall satisfy himself for all possible contingencies,

incidental charges, wastages, bottlenecks etc. likely during execution of work and acts of

coordination, which may be required between different agencies. Nothing extra shall be payable on

this account.

36

1.1.5 The nomenclature of the item given in the schedule of quantities gives in general the work content but

is not exhaustive i.e. does not mention all the incidental works required to be carried out for complete

execution of the item of work. The work shall be carried out, all in accordance with true intent and

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

may not be particularly shown on the drawings and/or described in the specifications, provided that

the same can be reasonably inferred there from may be several incidental works, which are not

mentioned in the nomenclature of each item but will be necessary to complete the item in all respect.

All these incidental works / costs which are not mentioned in item nomenclature but are necessary to

complete the item shall be deemed to have been included in the rates quoted by the contractor for

various items in the schedule of quantities. No adjustment of rates shall be made for any variation in

quantum of incidental works due to variation / change in actual working drawings. Also, no

adjustment of rates shall be made due to any change in incidental works or any other deviation in such

element of work (which is incidental to the items of work and are necessary to complete such items in

all respects) on account of the directions of Engineer-in-Charge. Nothing extra shall be payable on

this account.

1.1.6 The contractor(s) shall give to the local body, police and other authorities all necessary notices etc. that

may be required by law and obtain all requisite licenses for temporary obstructions, enclosures etc.

and pay all fee, taxes and charges which may be leviable on account of these operations in executing

the contract. He shall make good any damage to the adjoining property whether public or private and

shall supply and maintain lights either for illumination or for cautioning the public at night.

1.1.7 Proper temporary barricading by fencing with Powder coated G.I. sheets, shall be carried out by the

Contractor at the start of work to physically define the boundaries of the plot for restricted entry to

only those involved in the work and also to prevent any accidents, at the same time without causing

any inconvenience to the traffic and the users of the buildings in the adjacent plots. It shall be done by

providing, erecting, maintaining temporary protective barricading of minimum 12.0 metres in height,

made in panels, with each panel having MS frames / MS hollow sections of suitable size and stiffness,

with thick GI corrugated sheet or suitably stiffened plain GI sheet fixed on frames. Such panels shall

be suitably connected to each other for stability with nuts and bolts, hooks, clamps etc. and fixed

firmly to the ground as shown in the drawings, for the entire duration till completion of the work.

The contractor shall also provide and erect temporary protective barricades within the plot, if required,

to prevent any accident. Temporary protective roofing near the Entrance to the building, under

construction, shall be made to protect the visiting officials from getting hurt by falling debris etc.

Also, one or more coat of enamel paint of shade as approved and directed by the Engineer-in-Charge

shall be applied on the panels and Warning signs shall be painted over that in suitable sizes, shapes

and numbers as directed by the Engineer-in-Charge. It shall be dismantled and taken away by the

Contractor after the completion of work at his own cost with the approval of the Engineer-in- Charge.

Nothing extra shall be payable on this account.

The contractor shall maintain it during the complete period of execution and realign it if required, for

execution of works.

1.1.8 The Contractor(s) shall take all precautions to avoid accidents by exhibiting necessary caution boards

day and night. In case of any accident of labours/ contractual staffs the entire responsibility will rest

on the part of the contractor and any compensation under such circumstances, if becomes payable,

shall be entirely borne by the contractor.

1.1.9 The work shall generally be carried out in accordance with the “CPWD Specifications 2009 Vol. I &

II” with up to date correction slips, additional/Particular Specifications, architectural/Structural

drawings and as per instructions of Engineer-in-Charge. Any additional item of the work, if taken up

subsequently, shall also confirm to the relevant CPWD specifications as mentioned above.

37

1.1.10 The several documents forming the tender are to be taken as mutually complementary to one another.

Detailed drawings shall be followed in preference to small scale drawings and figured dimensions in

preference to scale dimensions.

1.1.11 There be any difference or discrepancy between the description of items as given in the schedule of

quantities, particular specifications for individual items of work (including special conditions) and I.S.

Codes etc., the following order of preference shall be observed.

a) Description of items as given in Schedule of quantities

b) Particular specifications

c) Special conditions

d) Additional Condition

e) Tender drawings attached

f) CPWD Specifications including correction slips issued up to the last date of submission of tender.

g) General Conditions of Contract for CPWD works including correction slips issued up to the last date

of submission of tender.

h) Indian Standards Specifications of B.I.S.

i) ASTM, BS, or other foreign origin code mentioned in tender document.

j) Manufacturer’s specifications and as decided by the Engineer-in-Charge.

k) Sound Engineering practices or well established local construction practices.

1.1.12 The works to be governed by this contract shall cover delivery and transportation up to destination,

safe custody at site, insurance, erection, testing and commissioning of the entire works including

Defect Liability Period as mentioned in the NIT.

The works to be undertaken by the contractor shall inter-alia include the following:

a) Preparation of detailed SHOP drawings and AS BUILT drawings wherever applicable.

b) Obtaining of Statutory permissions where-ever applicable and required.

c) Pre-commissioning tests as per relevant standard specifications, code of practice, Acts and Rules

wherever required.

d) Warranty obligation for the equipments and / or fittings/fixtures supplied by the contractor.

e) Contractor shall provide all the shop drawings or layout drawings for all the coordinated services

before starting any work or placing any order of any of the services etc. These shop drawings/layout

drawings shall be got approved from Engineer-in-charge before implementation and this shall be

binding on the contractor.

f) The contractor shall submit material submittals along with material sample for approval of

Engineer-in-Charge prior to delivery of material at site.

1.1.13 The work shall be carried out in accordance with the approved architectural drawings, structural

drawings, services drawings to be issued from time to time, by the Engineer-in-Charge. Before

commencement of any item of work the contractor shall correlate all the relevant architectural and

structural drawings, nomenclature of items and specifications etc. issued for the work and satisfy

himself that the information available from there is complete and unambiguous. The figure and

written dimension of the drawings shall be superseding the measurement by scale. The discrepancy,

if any, shall be brought to the notice of the Engineer-in-charge before execution of the work. The

contractor alone shall be responsible for any loss or damage occurring by the commencement of

work on the basis of any erroneous and or incomplete information and no claim whatsoever shall be

entertained by the Client on this account.

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a) The delay caused on account of non-timely action by the contractor in resolution of the differences

whatsoever shall not be considered as valid ground for extension of time unless otherwise accepted

by Engineer-in-Charge.

1.1.14 Unless otherwise provided in the Schedule of quantities, the rates tendered by the contractor shall be

all inclusive and shall apply to all heights, lifts, leads and depths of the building and nothing extra

shall be payable to him on this account.

1.1.15 The Contractor(s) shall take instructions from the Engineer-in-Charge regarding collection and

stacking of materials at any place. No excavated earth or building rubbish shall be stacked on areas

where other buildings, roads, services and compound walls are to be constructed. The stacking shall

take place as per stacking plan however, if any change is required, the same shall be done with the

approval of Engineer-in-Charge.

1.1.16 The contractor shall engage specialized agency for carrying out specialized items mentioned in this

document. Before engaging such agency, the contractor shall submit the details for the approval of

Engineer-in-charge, the name of the agency along with their working experience, presentation on

method statement and materials being used for execution of such items etc.

1.1.17 The Contractor shall bear all incidental charges for cartage, storage and safe custody of materials, if

any, issued by Client as well as to those materials also arranged by the contractor.

1.1.18 Any cement slurry added over base surface (or) for continuation of concreting for better bond is

deemed to have been built in the items and nothing extra shall be payable or extra cement considered

in consumption on this account.

1.1.19 The contractor shall give performance test of the entire installation(s) as per the specifications in the

presence of the Engineer-in-charge or his authorized representative before the work is finally

accepted and nothing extra what-so-ever shall be payable to the contractor for such test.

1.1.20 Water tanks, taps, sanitary, water supply & drainage pipes, fittings & accessories should conform to

bye-laws of local body/corporation, where CPWD specifications are not available. The Contractor

should engage approved, licensed plumbers for the work and get the materials (fixtures/fittings)

tested, by the municipal Body/ Corporation authorities wherever required at his own cost. The

Contractor shall submit for the approval of the Engineer-in-Charge, the name of the plumbing

agency (along with their working experience in recent past) proposed to be engaged by him.

The contractor shall make his own arrangements for water and for obtaining electric connections if

required and make necessary payments directly to the departments concerned. Contractor shall get

the water tested from laboratory approved by the Engineer-in-charge at regular interval as per the

CPWD Specifications. All expenses towards collection of samples, packing, transportation etc. shall

be borne by the contractor. Contractor shall neither be allowed to use existing borewell, if any, nor

shall be allowed to dig any borewell in the site premises unless he gets permission from the

concerned authority. If required, the contractor shall install water treatment plant at site and treat the

water to obtain the desired parameter of water quality required for construction as per relevant IS

codes.

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1.1.22 Site test register & MAS Registers to be maintained by contractor:

All test registers and MAS registers issued by the engineer-in-charge shall be maintained by the

contractor which will be reviewed by the officers of Client or the person authorized by Client at

regular intervals. These may also be reviewed by Engineer in charge as and when required.

Frequency of tests will be governed by the CPWD specifications with up to date correction slips.

1.1.23 PREVENTION OF NUISANCE AND POLUTION CONTROL

The Contractor shall take all precautions to abide by the environmental related restrictions imposed

by any statutory body having jurisdiction in Delhi.

The contractor shall take all necessary precautions to prevent any nuisance or inconvenience to the

owners, tenants or occupiers of adjacent properties and to the public in general and to prevent any

damage to such properties from pollutants like smoke, dust, noise. The contractor shall use such

methodology and equipment so as to cause minimum environmental pollution of any kind during

and minimum hindrance to road users and to occupants of the adjacent properties or other services

running adjacent/near vicinity. The contractor shall make good at his cost and to the satisfaction of

the Engineer-in-Charge, any damage to roads, paths, cross drainage works or public or private

property whatsoever caused due to the execution of the work or by traffic brought thereon by the

contractor.

All waste or superfluous materials shall be carried away by the contractor, without any reservation,

entirely to the satisfaction of the Engineer-in-Charge and disposed at designated places only

The contractor shall follow the guidelines of Statutory government offices such as Pollution Control

Board, National Green Tribunal and all other concerned government departments and statutory

bodies.

Utmost care shall be taken to keep the noise level to the barest minimum so that no disturbance as

far as possible is caused to the nearby occupants/users of building(s), if any.

1.1.24 SECURITY AND TRAFFIC ARRANGEMENTS

In the event of any restrictions being imposed by the Security agency, Traffic or any other authority

having jurisdiction in the area on the working or movement of labour/material, the contractor shall

strictly follow such restrictions and nothing extra shall be payable to the contractor on such

accounts. The loss of time on these accounts, if any, shall have to be made up by augmenting

additional resources whatever required.

1.1.25 The contractor is required to make his own arrangements to provide huts for laborer’s as is acceptable

to local bodies and nothing extra shall be paid on this account. He shall make his own arrangements

for stores, field office etc. Before tendering, he shall visit the site and assess the manner in which he

is able to arrange the above facilities. The Engineer-in- Charge shall in no way be responsible for

any delay on this account and no claim, whatsoever, on this account shall be entertained.

1.1.26 No payment shall be made for any damage caused by rain, snowfall, flood or any other natural

calamity, whatsoever during the execution of the work. The contractor shall be fully responsible for

any damage to the govt. property and the work for which payment has been advanced to him under

the contract and he shall make good the same at his risk and cost. The contractor shall be fully

responsible for safety and security of his material, T&P/Machinery brought to the site by him.

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1.1.27 The contractor shall construct suitable godowns, yard at the site of work for storing all materials so as

to be safe against damage by sun, rain, damages, fire, theft etc. at his own cost and also employ

necessary watch and ward establishment for the purpose at his cost. The contractor shall also

establish the batching plant and office of the contractor at site free of cost. Before starting such

office/ yard, the contractor will submit a layout plan to Client for approval. This shall be maintained

as per the prevailing norms of statutory bodies failing which a suitable penalty shall be imposed on

the contractor. The contractor will barricade this area at his own cost and nothing shall be paid on

this account.

1.1.28 All materials brought at site by contractor shall be got checked by the representative of Engineer-in-

Charge on receipt of the same at site before use.

1.1.29 The contractor shall be responsible for the watch and ward/guard of the buildings, safety of all fittings

and fixtures including all equipments, services provided by him against pilferage and breakage

during the period of Installations and thereafter till the building is physically handed over to

authorized representative of Client or to the contractor of next stage work as directed by the

Engineer-in-charge. No extra payment shall be made on this account and no claim shall be

admissible on this account.

1.1.30 The Contractor shall keep himself fully informed of all acts and laws of the Central & State

Governments, all orders, decrees of statutory bodies, tribunals having any jurisdiction or authority,

which in any manner may affect those engaged or employed and anything related to carrying out the

work. All the rules & regulations and bye-laws laid down by Collector and/or any other statutory

bodies shall be adhered to, by the contractor, during the execution of work. The Contractor shall also

adhere to all traffic restrictions notified by the local authorities. All statutory taxes, levies, charges

(including water and sewerage charges, charges for temporary service connections and / or any other

charges) if any payable to such authorities for carrying out the work, shall be borne by the Contractor.

The water charges (for municipal water connection as well as tanker water) if any shall be borne by

the contractor. Also, if the contractor obtains water connection for the drinking purposes from the

municipal authorities or any other statutory body, the consequent sewerage charges shall be borne by

the contractor. The Contractor shall arrange to give all notices as required by any statutory /

regulatory authority and shall pay to such authority all the fees that is required to be paid for the

execution of work. The contractor shall protect and indemnify the Client and its officials & employees

against any claim and /or liability arising out of violations of any such laws, ordinances, orders,

decrees, by himself or by his employees or his authorized representatives. Nothing extra shall be

payable on these accounts. The fee payable to statutory authorities for obtaining the various

permanent service connections and Occupancy Certificate for the building shall be borne by the

Client.

1.1.31 For works below ground level the contractor shall keep that area free from water. If dewatering or

bailing out of water is required the contractor shall do the same at his own cost and nothing extra shall

be paid except otherwise provided in the items of Schedule of Quantities.

1.1.32 The Contractor shall make all necessary arrangements for protecting from rains, fog or likewise

extreme weather conditions, the work already executed and for carrying out further work, during

monsoon including providing and fixing temporary shelters, protections etc. Nothing extra shall be

payable on this account and also no claims for hindrance shall be entertained on this account.

1.1.33 In case of flooding of site on account of rain or any other cause and any consequent damage,

whatsoever, no claim financially or otherwise shall be entertained notwithstanding any other

provisions elsewhere in the contract agreement. Also, the Contractor shall make good, at his own cost,

the damages caused, if any. Further, no claims for hindrance shall be entertained on this account.

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1.1.34 The contractor will take reasonable precautions to prevent his workman and employees from

removing and damaging any flora (plant/vegetation) & fauna from the project area.

1.1.35 SETTING OUT

The Contractor shall carry out survey of the work area, at his own cost, setting out the layout of

building in consultation with the Engineer-in-Charge & proceed further. Any discrepancy between the

architectural drawings and actual layout at site shall be brought to the notice of the Engineer-in-

charge. It shall be responsibility of the Contractor to ensure correct setting out of alignment. Total

station survey instruments only shall be used for layout, fixing boundaries, and centre lines, etc.,

Nothing extra shall be payable on this account.

(ii) The Contractor shall establish, maintain and assume responsibility for grades, lines, levels and

benchmarks. He shall report any errors or inconsistencies regarding grades, lines, levels, dimensions

etc. to the Engineer-in-Charge before commencing work. Commencement of work shall be regarded

as the Contractor’s acceptance of such grades, lines, levels, and dimensions and no claim shall be

entertained at a later date for any errors found.

(iii) If at any time, any error appears due to grades, lines, levels and benchmarks during the progress

of the work, the Contractor shall, at his own expense rectify such error, if so required, to the

satisfaction of the Engineer-in-Charge. Nothing extra shall be payable on this account.

(iv) Though the site levels are indicated in the drawings, the Contractor shall ascertain and confirm

the site levels with respect to benchmark from the concerned authorities. The Contractor shall protect

and maintain temporary/ permanent benchmarks at the site of work throughout the execution of work.

These benchmarks shall be got checked by the Engineer-in-Charge or his authorized representatives.

The work at different stages shall be checked with reference to bench marks maintained for the said

purpose. Nothing extra shall be payable on this account.

(v) The approval by the Engineer-in-Charge, of the setting out by the Contractor, shall not relieve the

Contractor of any of his responsibilities and obligation to rectify the errors/ defects, if any, which may

be found at any stage during the progress of the work or after the completion of the work.

(vi) The Contractor shall be entirely and exclusively responsible for the horizontal, vertical and other

alignments, the level and correctness of every part of the work and shall rectify effectively any errors

or imperfections therein. Such rectifications shall be carried out by the Contractor at his own cost to

the entire satisfaction of the Engineer-in-Charge.

(vii) The rates quoted by the Contractor are deemed to be inclusive of site clearance, setting out work

(including marking of reference points, center lines of buildings), construction and maintenance of

reference bench mark(s), taking spot levels, construction of all safety and protection devices, barriers,

barricading, signage, labour safety, labour welfare and labour training measures, preparatory works,

working during monsoon, working at all depths, height and location etc. and any other incidental

works required to complete this work. Nothing extra shall be payable on this account.

1.1.36 The rate of items of flooring is inclusive of providing sunken flooring in bathrooms, kitchen etc. and

nothing extra on this account is admissible.

1.1.37 A site laboratory with the minimum equipment as specified in CPWD specifications/in this agreement

shall be established, made functional and maintained within one month from the award of work

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without any extra cost to the Client. In case of non-compliance / delay in compliance in this, a

recovery @ Rs. 5000/- per day will be imposed which will be recovered from the immediate next

R/A Bill of the Contractor. The contractor will calibrate all lab equipments as per manufacturers’

specifications and shall maintain a frequency chart of calibration of various lab equipments. The

calibration certificate for equipments used for this project shall not be 3 month older than date of

start of work.

1.1.38 INTEGRATED SERVICE DRAWINGS

Before taking up the work, the contractor shall be provided progressively with integrated drawings

for various civil and electrical services showing details of layout plan including sectional elevations

and contractor shall plan and mobilize his resources as per the Integrated drawings and as per the

site conditions to facilitate convenient execution, installation as well as maintenance of these

services. Nothing extra shall be payable on this account. The contractor shall intimate requirement

of additional integrated drawings fifteen days in advance before planning for the execution of work.

1.1.39 TOOLS AND PLANTS

The bidder should have own constructions equipment required for the proper and timely execution

of the work. Nothing extra shall be paid on this account.

No tools and plants including any special T&P etc. shall be supplied by the Client and the

Contractor shall have to make his own arrangements at his own cost. No claim of hindrance (or any

other claim) shall be entertained on this account.

1.1.40 SCAFFOLDING

Wherever required for the execution of work, all the scaffolding shall be provided and suitably

fixed, by the Contractor. It shall be provided strictly with steel double scaffolding system, suitably

braced for stability, with all the accessories, gangways, etc. with adjustable suitable working

platforms to access the areas with ease for working and inspection. It shall be designed to take all

incidental loads. It should cater to the safety features for workmen. Nothing extra shall be payable

on this account. It shall be ensured that no damage is caused to any structure due to the scaffolding.

The contractor shall prepare detailed drawing for all temporary works like scaffolding, centering and

shuttering and get it vetted from the third party consultant approved by the Engineer-In-Charge

Nothing extra shall be paid on this account.

1.1.41 The Contractor shall do proper sequencing of the various activities by suitably staggering the

activities within various pockets in the plot so as to achieve early completion. The contractor to

deploy adequate equipment, machinery and labour as required for the completion of the entire work

within the stipulated period specified. also ancillary facilities shall be provided by contractor

commensurate with requirement to complete the entire work within the stipulated period. Nothing

extra shall be payable on this account. Adequate number/sets of equipment in working condition,

along with adequate stand-by arrangements, shall be deployed during entire construction period. It

shall be ensured by the Contractor that all the equipment, Tools & Plants, machineries etc. provided

by him are maintained in proper working conditions at all times during the progress of the work and

till the completion of the work. Further, all the constructional tools, plants, equipment and

machineries provided by the Contractor, on site of work or his workshop for this work, shall be

exclusively intended for use in the construction of this work and they shall not be shifted/ removed

from site without the permission of the Engineer-in-Charge. The contractor shall not use more than

10-year-old machinery in the above unless the permission is obtained in special case from Client and

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shall keep the valid registration and fitness certificates available all the time for inspection. The

contractor will deploy only certified and competent operator for operation of various machinery.

1.1.42 The Contractor shall maintain all the work in good condition till the completion of entire work. The

Contractor shall be responsible for and shall make good, all damages and repairs, rendered necessary

due to fire, rain, traffic, floods or any other causes. The Engineer-in- Charge shall not be responsible

for any claims for injuries to person/workmen or for structural damage to property happening from

any neglect, default, want of proper care or misconduct on the part of the Contractor or of any other

of his representatives, in his employment during the execution of the work. The compensation, if

any, shall be paid directly to the Client / authority / persons concerned, by the Contractor at his own

cost.

1.1.43 ROYALTY

Royalty at the prevalent rates shall be paid by the Contractor or the RMC supplier as per the terms of

supply between them, on all materials such as boulders, metals, all sizes stone aggregates, brick

aggregates, coarse and fine sand, moorum, river sand, gravels and bajri etc. collected by him for the

execution of the work, directly to the revenue authority of the state government concerned. Further,

contractor needs to submit proof of submission of full royalty to the state government or local

authority. Nothing extra shall be payable on this account.

1.1.44 PRESERVATION AND CONSERVATION MEASURES

Existing drains, pipes, cables, over-head wires, sewer lines, water lines and similar services, if any,

encountered in the course of the execution of work shall be protected against the damage by the

contractor at his own expense. In case the same are to be removed and diverted, expenditure

incurred in doing so shall be payable to the contractor. The contractor shall work out the cost, get the

same approved by Engineer-in-Charge before taking up actual execution. The contractor shall not

store materials or otherwise occupy any part of the site in a manner likely to hinder the operation of

such services.

All fossils, coins, articles of value of antiquity, structures and other remains or things of geological

or archaeological interest discovered on project location during excavation/construction shall be the

property of Client, and shall be dealt with as per provisions of the relevant legislation. The

contractor will take reasonable precaution to prevent his work men or any other persons from

removing and damaging any such article or thing. He will, immediately upon discovery thereof and

before removal acquaint the Engineer-in-charge of such discovery and carry out the official

instructions of Engineer-in-charge for dealing with the same, till then all work shall be carried out in

a way so as not to disturb/damage such article or thing.

1.1.46 CO-OPERATION WITH OTHER CONTRACTORS/SPECIALIZED AGENCIES/SUB-

CONTRACTORS

i) The Contractor shall cooperate with and provide the facilities to the other agencies working at

site for smooth execution of the work. The Contractor shall:

a) Allow use of scaffolding, toilets, sheds etc.

b) Properly co-ordinate their work with the work of other Contractors.

c) Provide control lines and benchmarks to his Sub-Contractors and the other Contractors.

d) Provide electricity and water at mutually agreed rates.

e) Provide hoist and crane facilities for lifting material at mutually agreed rates.

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f) Co-ordinate with other Contractors for leaving inserts, making chases, alignment of services etc.

at site.

g) Adjust work schedule and site activities in consultation with the Engineer-in-Charge and other

Contractors to suit the overall schedule completion.

h) Resolve the disputes with other Contractors/sub-contractors amicably and the Engineer-in-

Charge shall not be made intermediary or arbitrator.

ii) The work should be planned in a systematic manner so as to ensure proper co-ordination of

various disciplines viz. sanitary & water supply, drainage, rain water harvesting, electrical, fire

fighting, information technology, communication & electronics and any other services.

iii) Other agencies will also simultaneously execute and install the works of sub- station / generating

sets, air-conditioning, lifts, etc. for the work and the contractor shall afford necessary facilities

for the same. The contractor shall leave such recesses, holes, openings trenches etc. as may be

required for such related works (for which inserts, sleeves, brackets, conduits, base plates, clamps

etc. shall be supplied fixed by the contractor at his cost unless otherwise specifically mentioned)

and the contractor shall fix the same at time of casting of concrete, stone work and brick work, if

required, and nothing extra shall be payable on this account.

iv) The contractor shall conduct his work, so as not to interfere with or hinder the progress or

completion of the work being performed by other contractor(s) or by the Engineer-In- Charge

and shall as far as possible arrange his work and shall place and dispose of the materials being

used or removed so as not to interfere with the operations of other contractor or he shall arrange

his work with that of the others in an acceptable and in a proper –co-ordinated manner and shall

perform it in proper sequence to the complete satisfaction of others.

v) The Contractor shall be fully responsible for the performance of the entire composite system like

a) Roof Insulation & Waterproofing system, b) ACP & structural Glazing system and any other

composite system and shall give appropriate Guarantee for the Same.

1.1.47 Supervision of work

The Contractor shall depute Site Engineer & skilled workers as required for the work. He shall

submit organization chart along with details of Engineers and supervisory staff. It shall be ensured

that all decision making powers shall be available to the representatives of the Contractor at site

itself to avoid any likely delays on this account. The Contractor shall also furnish list of persons for

specialized works to be executed for various items of work. The Contractor shall identify and deploy

key persons having qualifications and experience in the similar and other major works, as per the

field of their expertise. If during the course of execution of work, the Engineer-in-Charge is of the

opinion that the deployed staff is not sufficient or not well experienced; the Contractor shall deploy

more staff or better- experienced staff at site to complete the work with quality and in stipulated time

limit. Principle Technical representative of the Contractor having minimum twenty years of

experience in similar nature of work as mentioned in the clause 36 of the General Conditions of the

Contract, shall always be available at the site during the actual execution of the work. The recovery

of Rs. 1,00,000/- (One lac) per month shall be effected from the Contractor in the event of not

fulfilling this provision.

1.1.48 Specialized Agencies

I) The main contractor shall submit the credential of specialized agency well in advance as per

the direction of Engineer-in-charge. After verification of the same, written approval will be

conveyed to main contractor in this regard. The quantum of credentials will be broadly in

45

line with guidelines issued by Engineer-in-Charge. The main contractor shall not change the

specialized agency. However, if the change is warranted, he may do so, with permission of

Engineer-in-charge. However before making any such change he has to enter into similar

agreement as with previous agency & submit the same to Engineer-in–Charge for approval.

This shall however be without any change in the accepted rates of the contract agreement

and without any time and cost implications to the Client.

II) It shall be the responsibility of main contractor to sort out any dispute / litigation with the

Specialized Agencies without any time & cost overrun to the Client. The main contractor

shall be solely responsible for settling any dispute / litigation arising out of his agreement

with the Specialized Agencies. The contractor shall ensure that the work shall not suffer on

account of litigation/ dispute between him and the specialized agencies / sub-contractor(s).

No claim of hindrance in the work shall be entertained from the Contractor on this account.

No extension of time shall be granted and no claim what so ever, of any kind, shall be

entertained from the Contractor on account of delay attributable to the selection/rejection of

the Specialized Agencies or any dispute amongst them.

1.1.49 Rates

I) The rates quoted by the Contractor are deemed to be inclusive of site clearance, setting out

work, profile, setting lay out on ground, establishment of reference bench mark(s), installing

various signage, taking spot levels as directed by Engineer-in-charge, survey with total

station, construction of all safety and protection devices, compulsory use of helmet and

safety shoes, and other appropriate safety gadgets by workers, imparting continuous training

for all the workers, barriers, preparatory works, construction of clean, hygienic and well

ventilated workers housings in sufficient numbers as per drawing supplied by Engineer in

charge, working during monsoon or odd season, working beyond normal hours, working at

all depths, height, lead, lift, levels and location, implementation of green building norms to

achieve desired GRIHA Rating compliances etc. and any other unforeseen but essential

incidental works required to complete this work. Nothing extra shall be payable on this

account and no extension of time for completion of work shall be granted on these accounts.

The rates quoted by the tenderer, shall be firm and inclusive of all taxes and levies

(including works contract tax and construction labour welfare cess but excluding service

tax).

II) No foreign exchange shall be made available by the Department for importing (purchase) of

equipment, plants, machinery, materials of any kind or any other items required to be carried

out during execution of the work. No delay and no claim of any kind shall be entertained

from the Contractor, on account of variation in the foreign exchange rate.

III) Ancillary and incidental facilities required for execution of work like labour camp, stores,

fabrication yard, offices for Contractor, watch and ward, temporary ramp required to be

made for working at the basement level, temporary structure for plants and machineries,

water storage tanks, installation and consumption charges of temporary electricity,

telephone, water etc. required for execution of the work, liaison and pursuing for obtaining

various No Objection Certificates, completion certificates from local bodies etc., protection

46

works, testing facilities / laboratory at site of work, facilities for all field tests and for taking

samples etc. during execution or any other activity which is necessary (for execution of

work and as directed by Engineer-in-Charge), shall be deemed to be included in rates quoted

by the Contractor, for various items in the schedule of quantities. Nothing extra shall be

payable on these accounts. Before start of the work, the Contractor shall submit to the

Engineer-in-Charge, a site / construction yard layout, specifying areas for construction, site

office, positioning of machinery, material yard, cement and other storage, steel fabrication

yard, site laboratory, water tank, etc.

IV) For completing the work in time, the Contractor might be required to work in two or more

shifts (including night shifts). No claim whatsoever shall be entertained on this account,

notwithstanding the fact that the Contractor may have to pay extra amounts for any reason,

to the labourers and other staff engaged directly or indirectly on the work according to the

provisions of the labour and other statutory bodies regulations and the agreement entered

upon by the Contractor with them.

V) All material shall only be brought at site as per program finalized with the Engineer-in-

Charge. Any pre-delivery of the material not required for immediate consumption shall not

be accepted and thus not paid for.

VI) The rate for all items, in which the use of cement is involved, is inclusive of charges for

curing.

VII) Payment for items of “RCC work”, brick work and concrete work above different floor shall

be made at the rates provided for these items. For operation of these rates, the floor level

shall be considered as top of the main structural slab in that floor viz Top of RCC slab in

main room and not top of any sunk or depressed floor for toilet slabs.

VIII) Contractor has to make his own labour hutment arrangements outside the campus , For that

he has to identify the areas close to site & take necessary permissions & develop the area

with proper facilities like water, sanitation, drains etc. Nothing extra shall be payable on this

account to contractor.

1.1.50 SAFETY PRACTICES

I) WARNING/ CAUTION BOARDS: All temporary warning / caution boards / glow signage

display such as "Construction Work in Progress", "Keep Away", “No Parking”, Diversions

& protective Barricades etc. shall be provided and displayed during day time by the

Contractor, wherever required and as directed by the Engineer-in-Charge. These glow

signage and red lights shall be suitably illuminated during night also. The Contractor shall

be solely responsible for damage and accident caused, if any, due to negligence on his part.

Also he shall ensure that no hindrance, as far as possible, is caused to general traffic during

execution of the work. This signage shall be dismantled & taken away by the Contractor

after the completion of work, only after approval of the Engineer–in–Charge. Nothing extra

shall be payable on this account.

II) SIGN BOARDS: The Contractor shall provide and erect a display board of size and shape as

required and paint over it, in a legible and workman like manner, the details about the

salient features of the project, as required by the Engineer-in-Charge. The Contractor shall

fabricate and put up a sign board in an approved location and to an approved design

indicating name of the project, Client/Owner & Architects etc. besides providing space for

names of other Contractors, Sub-Contractors and specialized agencies within 15 days from

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issue of award letter. Nothing extra shall be payable on this account. In case of non-

compliance/delay in compliance in this, a penalty @ Rs. 500/- per day will be imposed

which will be recovered from the immediate next R/A Bill of the Contractor.

III) Necessary protective and safety equipments such as helmet, safety shoes, gloves etc. shall

be provided to the Site Engineer, Supervisory staff, labour and technical staff of the

contractor and visitors by the Contractor at his own cost and to be used at site.

IV) No inflammable materials including P.O.L shall be allowed to be stored in huge quantity at

site. Only limited quantity of P.O.L may be allowed to be stored at site subject to the

compliance of all rules / instructions issued by the relevant authorities and as per the

direction of Engineer-in-Charge in this regard. Also all precautions and safety measures

shall be taken by the Contractor for safe handling of the P.O.L products stored at site. All

consequences on account of unsafe handling of P.O.L shall be borne by the Contractor.

1.1.51 QUALITY ASSURANCE

I) The proposed work is a prestigious campus development project and quality of work is of

paramount importance. Contractor shall have to engage well-experienced skilled labour and

deploy modern T&P and other equipment to execute the work. Many items like Facade

Elevation, specialized flooring work, Expansion joints work, factory made door window

shutters, proper slope maintaining in toilet units, sanitary/water supply installation, finishing

work, water proofing treatment etc. will specially require engagement of skilled workers

having experience particularly in execution of such items.

II) The contractor shall ensure quality construction in a planned and time bound manner. Any

sub-standard material / work beyond set out tolerance limit shall be summarily rejected by

the Engineer-in-charge & contractor shall be bound to replace / remove such sub-standard /

defective work immediately. If any material, even though approved by Engineer-In-Charge

is found defective or not conforming to specifications shall be replaced / removed by the

contractor at his own risk & cost.

III) In addition to the supervision of work by the Client or its authorized representative or the

Consultants deployed by the Client shall also be carrying out regular and periodic inspection

of the ongoing activities in the work and deficiencies, shortcomings, inferior workmanship

pointed out by them shall be communicated by Client representative to the contractor. Upon

receipt of instructions from Engineer in Charge or his authorized representatives these are

also to be made good by necessary improvement, rectification, replacement upto his

complete satisfaction. Special attention shall be paid towards line and level of internal and

external plastering, exposed smooth surface of RCC members by providing fresh shuttering

plates, rubberized linings to all the shuttering joints, accurate joinery work in wooden doors

and windows, thinnest joints in stone/ tiling / cladding work, non-hollowness in floor and

dado tiles work, protection of scratches over flooring by impounding layer of plaster of

Paris, water tight pipe linings, absence of hollow vertical joints in brick/ block masonry,

proper compaction of filled up earth etc. to achieve an Institution of International standards

and up keeping of quality assurance shall be of paramount importance, as such.

IV) The Contractor shall submit, within 15 days after the date of award of work, a detailed and

complete method statement for the execution, testing and Quality Assurance, of such items

of works, as directed by the Engineer-in-Charge or his representative. All the materials to be

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used in the work, to give the finished work complete in all respects, shall comply with the

requirements of the specifications and shall pass all the tests required as per specifications as

applicable or such specifications / standards as directed by the Engineer-in-Charge.

However, keeping the Quality Assurance in mind, the Contractor shall submit, on request

from the Engineer-in-Charge, his own Quality Assurance procedures for basic materials and

such items, to be followed during the execution of the work, for approval of the Engineer-in-

Charge.

V) All materials and fittings brought by the contractor to the site for use shall conform to the

samples approved by the Engineer-in-charge which shall be preserved till the completion of

the work. If a particular brand of material is specified in the item of work in Schedule of

Quantity, the same shall be used after getting the same approved from Engineer-In-Charge.

Wherever brand / quality of material is not specified in the item of work, the contractor shall

submit the samples as per suggested list of brand names given in the tender document /

particular specifications for approval of Engineer-In-Charge. For all other items, materials

and fittings of ISI Marked shall be used with the approval of Engineer-In-Charge. Wherever

ISI Marked material / fittings are not available, the contractor shall submit samples of

materials / fittings manufactured by firms of repute conforming to relevant specifications or

IS codes and use the same only after getting the approval of Engineer-In-Charge.

VI) The Contractor shall procure and provide all the materials from the manufacturers /

suppliers as per the list attached with the tender documents, as per the item description and

particular specifications for the work. The equivalent brand for any item shall be permitted

to be used in the work, only when the specified make is not available. This is, however,

subject to documentary evidence produced by the contactor for non-availability of the brand

specified and also subject to independent verification by the Engineer-in-Charge. In

exceptional cases, where such approval is required, the decision of Engineer-in-Charge as

regards equivalent make of the material shall be final and binding on the Contractor. No

claim, whatsoever, of any kind shall be entertained from the Contractor on this account.

Nothing extra shall be payable on this account. Also, the material shall be procured only

after written approval of the Engineer-in-Charge.

VII) All materials shall be got checked by the Engineer-in-Charge or his authorized supervisory

staff on receipt of the same at site before use.

VIII) The contractor has to establish field laboratory at site including all necessary equipment for

field tests.All the relevant and applicable standards and specifications shall be made

available by the contractor at his cost in the field laboratory. The contractor shall designate

one of his technical representatives as Quality Assurance Engineer, who shall be responsible

for carrying out all mandatory field/laboratory tests. The contractor shall also provide

adequate supporting staff at his cost for carrying out field tests, packaging and forwarding of

samples for outside laboratory tests and for maintaining test records.

IX) The tests, as necessary and where no field laboratory facilities are available, shall be

conducted in the laboratory approved by the Engineer–in-Charge. For materials for which

field testing equipment is established at site, for those materials 90% of total tests shall be

done at the laboratory established at site by contractor and remaining 10% in the reputed

laboratories approved by Engineer-in-charge. The samples shall be taken for carrying out all

or any of the tests stipulated in the particular specifications and as directed by the Engineer-

in-Charge or his authorized representative.

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X) All the registers of tests carried out at Construction Site or in outside laboratories and all

material at site (MAS) registers including cement register shall be maintained by the

contractor which shall be issued to the contractor by Engineer-in-charge. All the entries in

the registers will be made by the designated Engineering Staff of the contractor and same

should be regularly reviewed by Engineer-in-Charge or his authorized representative.

Contractor shall be responsible for safe custody of all the registers.

XI) The Contractor shall at his own risk and cost make all arrangements and shall provide all

such facilities including material and labour, the Engineer-in-Charge may require for

collecting, preparing, forwarding the required number of samples for testing as per the

frequency of test stipulated in the contract specifications or as considered necessary by the

Engineer-in-Charge, at such time and to such places, as directed by the Engineer-in-Charge.

Nothing extra shall be payable for the above.

XII) The Contractor or his authorized representative shall associate in collection, preparation,

forwarding and testing of such samples. In case he or his authorized representative is not

present or does not associate him, the result of such tests and consequences thereon shall be

binding on the Contractor .The Contractor or his authorized representative shall remain in

contact with the Engineer-in–Charge or his authorized representative associated for all such

operations. No claim of payment or claim of any other kind, whatsoever, shall be entertained

from the Contractor.

XIII) Samples of materials required for testing shall be provided free of charge by the contractor.

All the testing charges for the samples sent to outside approved laboratories shall be borne

by the contractor.

XIV) All the hidden items such as water supply lines, drainage pipes, conduits, sewers etc. are to

be properly tested as per the design conditions before covering and their measurements in

computerized measurement book duly test checked shall be deposited with Engineer in

charge or his authorized representative, prior to hiding these items.

XV) Water tanks, taps, sanitary, water supply and drainage pipes, fittings and accessories should

confirm to bylaws and municipal body / corporation where CPWD Specifications are not

available. The contractor should engage licensed plumbers for the work and get the

materials (fixtures/fittings) tested by the Municipal Body/Corporation authorities wherever

required at his own cost. The contractor shall give performance test of the entire

installation(s) as per the standing specifications before the work is finally accepted and

nothing extra whatsoever shall be payable to the contractor for the test.

XVI) The contractor shall have to execute guarantee bonds in respect of water proofing, Post

tensioning, Anti-termite treatment, Pagoda roofing etc. as per proformas provided by

Engineer-in-charge.

XVII) The Contractor shall arrange electricity at his own cost for testing of the various electrical

installations as directed by Engineer-in-Charge and for the consumption by the contractor

for executing the work. Also all the water required for testing various electrical installations,

fire pumps, wet riser, firefighting, HVAC equipment, fire sprinklers etc. and also testing

water supply, sanitary and drainage lines, water proofing of underground sump, overhead

tanks, water proofing treatment etc. shall be arranged by the contractor at his own cost.

Nothing extra shall be payable on this account.

XVIII) The work should be planned in a systematic manner so that chase cuttings in the walls,

ceilings and floors are minimized. Wherever absolutely essential, the chase shall be cut

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using chase cutting machines. Chases will not be allowed to be cut using hammer / chisel.

The electrical boxes should be fixed in walls simultaneously while raising the brick work.

The contractor shall ensure proper coordination of various disciplines viz. sanitary & water

supply, electrical, fire-fighting and any other services.

1.1.52 SUBMISSION AND DOCUMENTATION

a) The Contractor shall display all permissions, licenses, registration certificates, bar charts,

other statements etc under various labour laws and other regulations applicable to the works,

at his site office. He should also keep at site at least one set of BIS Codes and other relevant

codes at site and produce the same if asked for by Engineer-In-Charge. In case of non

compliance, these codes will be purchased from the Market and actual cost of purchase will

be recovered from the next RA Bill of the Contractor.

b) The Contractor shall coordinate and make available four (04) sets of completed Building

Drawings, “As Built Drawings” along with literatures, manuals, warranty certificates etc. of

various installed fittings, fixtures and equipment for the completed projects. This shall be

the prerequisite for payment of final bill.

c) The Contractor shall make available four (04) sets of all drawings of internal and external

services i.e. Water Supply, Sanitary line and Drainage lines. This shall be the prerequisite

for payment of final bill. These drawings shall have the following information:

i) Run off for all piping and their diameters including soil, waste pipes and vertical stacks.

ii) Ground and invert level of all drainage pipes together with locations of all manholes and

connections, up to outfall.

iii) Run off for all water supply lines with diameters location of control valves, access panels

etc.

d) The contractor shall make available four (04) sets of computerized Standard Measurement

Books (SMBs) having measurement of all the permanent standing in a building.

e) The Performance Guarantee shall not be released to the contractor until the aforesaid

drawings are submitted to the Engineer-in-Charge

f) The contractor will submit computerized measurement sheet for the work carried out by him

for making payment as per Clause – 6A of the CPWD General Conditions of Contract 2014

with correction slips upto the last date of submission of tender. For casting of RCC members

and other hidden items the corrected and duly test checked measurement sheets of

reinforcement or that of other hidden items shall be deposited with Engineer-in-charge or his

authorized representative, before casting of RCC or other hidden items. The delay in

submission of corrected and duly checked measurement sheet may, therefore, delay casting

of RCC or execution of hidden item for which no hindrance shall be recorded.

g) To avoid delay, contractor should submit all samples well in advance so as to give timely

orders for procurement.

1.1.53 PROGRAM CHART:

The Contractor shall prepare an integrated program chart within fifteen days of issue of

Letter of Award including civil as well as E & M activities for the execution of work,

showing clearly all activities from the start of work to completion, with details of

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manpower, equipment and machinery required for the fulfillment of the program within the

stipulated period and submit the same for approval of the Engineer-In-Charge within fifteen

days of the award of the work. These shall be submitted by the contractor through electronic

media besides forwarding hard copies of the same. The integrated program chart so

submitted should not have any discrepancy with the physical milestones attached in the

contract agreement. The program chart should include the following:-

i) Descriptive note explaining sequence of various activities.

ii) Construction Program prepared on PRIMAVERA/MS Project Software, which will indicate

resources in financial terms, manpower and specialized equipment for every important stage.

The contractor shall make available latest hardware as well as software at site for planning

and monitoring purpose.

iii) Program for procurement of materials by the contractor.

iv) Program for arranging and deployment of manpower both skilled and unskilled so as to

achieve targeted progress.

v) Program of procurement of machinery/equipment having adequate capacity, commensurate

with the quantum of work to be done within the stipulated period, by the contractor.

vi) Program for achieving fortnightly micro milestones and periodic milestones.

vii) In case of non compliance/delay in compliance in this, a penalty @ Rs.5000/- per day will

be imposed which will be recovered from the immediate next R/A Bill of the Contractor.

viii) If at any time, it appears to the Engineer-In-Charge that the actual progress of work does not

conform to the approved program referred above, the contractor shall produce a revised

program showing the modifications to the approved program by additional inputs to ensure

completion of the work within the stipulated time.

ix) The submission for approval by the Engineer-In-Charge of such program or the furnishing

of such particulars shall not relieve the contractor of any of his duties or responsibilities

under the contract. This is without prejudice to the right of Engineer-In- Charge to take

action against the contractor as per terms and conditions of the agreement.

x) Apart from the above integrated program chart, the contractor shall be required to submit

fortnightly progress report of the work in a computerized form on 1st and 16th of every

month. The progress report shall contain the following, apart from whatever else may be

required as specified above:

xi) Construction schedule of the various components of the work through a bar chart for the

next two fortnights (or as may be specified), showing the micro- milestone/milestones,

targeted tasks (including material and labour requirement) and up to date progress. Atleast

10 digital photographs showing all the parts of construction site (designated spots) along

with at least 5 minutes video of executions of different items in soft copy has to be

submitted in every fortnightly progress report.

Xii) Progress chart of the various components of the work that are planned and achieved, for the

fortnight as well as cumulative up to the fortnight under reckoning, with reason for

deviations, if any in a tabular format.

xii) Plant and machinery statement, indicating those deployed in the work.

xiii) Man-power statement indicating:

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Individually the names of all the staff deployed on the work, along with their designations.

No. of skilled workers (trade wise) and total no. of unskilled workers deployed on the work

and their location of deployment i.e. blocks.

Financial statement, indicating the broad details of all the running account payment received

up to date, such as gross value of work done, advances taken, recoveries effected, amount

withheld, net payments details of cheque payment received, extra/substituted/deviation items

if any, etc.

In case of non compliance / delay in compliance in submission of fortnightly, a penalty @

Rs.10000/- (Rupees Ten Thousand Only)per fortnightly report will be imposed which will

be recovered from the immediate next R/A Bill of the Contractor.

1.1.54 PROJECT REVIEW MEETINGS:

The contractor, immediately on award of work shall submit details of his key personnel to

be engaged for the work at site. In addition, he shall furnish the Engineer-in-charge detailed

organogram involved with the work.

The contractor shall present the programme and status at various review meetings as

required.

i) Weekly Review Meetings: Shall be attended by Local Team headed by Project Engineer-in-charge of contractor

alongwith Client’s representative, and representative of Design consultants for every

alternative week.

Likely Agenda points:

a) Weekly programme v/s actual achieved in the past week and programme for next week.

b) Remedial actions and hold up analysis.

c) Any decision on queries raised either by contractor/PMC.

ii) Monthly Review Meetings: Shall be attended by Project Engineer–in–charge and the

Management representative of contractor who can take independent decisions along with

Client’s representative, PMC team and representative of Design consultants.

Likely Agenda points:

a) Progress Status/Statistics.

b) Completion Outlook.

c) Major hold ups/slippages.

d) Assistance required.

e) Critical issues.

f) Any decision on queries raised either by Contractor/PMC.

g) Anticipated cash flow requirement for next two months.

1.1.55 TEMPORARY WATER/ ELECTRICITY/ TELEPHONE CONNECTION

(i) Arrangement of temporary telephone connection, water and electricity required by

Contractor, shall be made by him at his own cost and also necessary permissions shall be

obtained by him directly from concerned authorities, under intimation to the Client. Also, all

initial cost and running charges, and security deposit, if any, in this regard shall be borne by

him. The Contractor shall abide by all the rules/ bye laws applicable in this regard and he

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shall be solely responsible for any penalty on account of violation of any of the

rules/byelaws in this regard. Nothing extra shall be payable on this account.

(ii) The Contractor shall be responsible for maintenance and watch and ward of the complete

installation and water / electricity meter and shall also be responsible for any pilferage, theft,

damage, penalty etc. in this regard. The Contractor shall indemnify the Client against any

claim arising out of pilferage, theft, damage, penalty etc. whatsoever on this account.

Security deposit for the work shall be released only after No Dues Certificates are obtained

from the local Authorities from whom temporary electric/ water/ telephone connection have

been obtained by the Contractor. Nothing extra shall be payable on this account.

(iii) The Client shall in no way be responsible for either any delay in getting electric and/or water

and/or telephone

connections for carrying out the work or not getting connections at all. No claim of delay or

any other kind, whatsoever, on this account shall be entertained from the Contractor. Also

contingency arrangement of stand-by water & electric supply shall be made by the

Contractor for commencement and smooth progress of the work so that work does not suffer

on account of power failure or disconnection or not getting connection at all. No claim of

any kind whatsoever shall be entertained on this account from the Contractor. Nothing extra

shall be payable on this account.

1.1.56 CLEANLINESS OF SITE

I) The Contractor shall not stack building material/malba/muck on the land or road of the local

development authority or on the land owned by the others, as the case may be. So the muck,

rubbish etc. shall be removed periodically as directed by the Engineer-in- Charge, from the

site of work to the approved dumping grounds as per the local byelaws and regulations of

the concerned authorities and all necessary permissions in this regard from the local bodies

shall be obtained by the Contractor. Nothing extra shall be payable on this account. In case,

the Contractor is found stacking the building material/malba as stated above, the Contractor

shall be liable to pay the stacking charges/penalty as may be levied by the local body or any

other authority and also to face penal action as per the rules, regulations and bye-laws of

such body or authority. The Engineer–in-Charge shall be at liberty to recover, such sums

due but not paid to the concerned authorities on the above counts, from any sums due to the

Contractor including amount of the Security Deposit and performance guarantee in respect

of this contract agreement.

II) The contractor shall take instructions from the Engineer-In-Charge regarding collection and

stacking of materials at any place. No excavated earth or building rubbish shall be stacked

on areas where other buildings, roads, services and compound walls are to be constructed.

III) The site of work shall be always kept clean due to constraints of space and to avoid any

nuisance to the users of buildings in the adjacent plots. The Contractor shall take all care to

prevent any water- logging at site. The waste water, slush etc. shall not be allowed to be

collected at site. It may be directly pumped into the creek with prior approval of the

concerned authorities. For discharge into public drainage system, necessary permission shall

be obtained from relevant authorities after paying the necessary charges, if any, directly to

the authorities. The work shall be carried out in such a way that the area is kept clean and

tidy. All the fees/charges in this regard shall be borne by the Contractor. Nothing extra shall

be payable on this account.

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1.1.57 INSPECTION OF WORK

I) In addition to the provisions of relevant clauses of the contract, the work shall also be open

to inspection by Senior officers of Client & the representative of the Consultants. The

contractor shall at times during the usual working hours and at all times at which reasonable

notices of the intention of the Engineer-in-charge or other officers as stated above to visit

the works shall have been given to the contractor, either himself be present to receive the

orders and instructions or have a responsible representative duly accredited in writing, to be

present for that purpose.

II) Inspection of the work by consultant appointed by Client.

a) Representatives of the consultant shall be inspecting the works including workshops and

fabrication factory to ensure that the works are in general being executed according to the

design, drawings and specifications laid down in the contract. Their observations shall be

communicated to Client.

III) Senior Officers of EPCH, Dignitaries from Central Ministry shall also be inspecting the on-

going work at site at any time with or without prior intimation. The contractor shall,

therefore, keep updated the following requirements and detailing.

b) Display Board showing detail of work, weekly progress achieved with respect to targets,

reason of shortfall, status of manpower, wages being paid for different categories of

workers.

c) Entrance and surrounding area to be kept cleaned.

d) Display layout plan key plan, Building drawings including plans, elevations and sections.

e) Upto date displays of Bar chart, CPM and PERT etc.

f) Keep details of quantities executed, balance quantities, deviations, possible Extra item,

substituted Item etc.

g) Keep plastic / cloth mounted one sets of building drawings.

h) Set of Helmets, Jackets and safety shoes as per standard colour code for exclusive use for

officers/dignitaries visiting at site.

1.1.58. FINAL TESTING OF THE INSTALLATION

The Contractor shall demonstrate trouble free functioning of all the Civil and E & M

installations and services. All arrangements required for testing and commissioning of E&M

installations and services shall be made by contractor at his own cost. The Engineer-in-Charge

or his authorized representatives shall carry out final inspection of the various Civil and E & M

services and installations. Any defect(s) noticed during demonstration shall be rectified by the

Contractor at his own cost to the entire satisfaction of the Engineer-in-Charge. Nothing extra

shall be payable on this account.

1.1.59. SUBMISSION OF AS BUILT DRAWINGS AND OBTAINING OCCUPATION

CERTIFICATE

The contractor shall coordinate and facilitate consultant for preparing as built drawings and

obtaining occupation certificate / completion certificate from local bodies including getting the

required site visits conducted by such authorities with a view to obtain the same.

1.1.60. Deleted.

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1.1.61. DEFECT LIABILITY PERIOD (REFUND OF SECURITY DEPOSIT)

The clause 17 of the General Conditions of Contract for CPWD works 2014 shall be applicable.

1.1.62. DEALING WITH INCONSISTENT RATES

The Contractors shall quote same rates for the identical items which may inadvertently appear in

more than one place. If different rates are quoted by the tenderers for such identical items, the same

shall be rationalized by considering the lowest quoted rate for such items, for evaluation and

acceptance of tender. In case of any conflict, the decision of Engineer-in-charge shall be final.

1.1.63. GENERAL CLARIFICATIONS

i) Wherever any reference to any Indian Standards occurs in the documents relating to this contract,

the same shall be inclusive of all amendments issued thereto or revisions thereof, if any, up to the

date of submission of tenders.

ii) Unless otherwise specified in the schedule of quantities, the rates for all items of work shall be

considered, as inclusive of pumping out or bailing out water, if required throughout the construction

period for which no extra payment shall be made. This shall also include water encountered from

any source such as rains, floods, sub soil water table being high and/or due to any other cause

whatsoever.

iii) All stone aggregate and stone ballast shall be of hard stone variety to be obtained from approved

quarries.

iv) Coarse sand should be obtained from approved sources. The same shall be clean and sharp angular

grit type. The coarse sand shall be screened before using, if required. If the sand brought to site is

dirty, it must be washed in clean water to bring the sand to the required specifications. Nothing extra

shall be payable on this account.

v) The rates for all items of work, shall unless clearly specified otherwise, include cost of all operations

and all inputs of labour, material, T & P, scaffolding, wastages, watch and ward, all incidental

charges, all taxes, cess, VAT, duties, levies etc. required for execution of the work.

1.1.64. PRODUCT DELIVERY, STORAGE AND HANDLING OF CHEMICALS

i. The contractor shall construct storage space for Chemicals materials to ensure that the storage

conditions are as recommended by the manufactures.

ii) All the materials shall be procured and delivered in sealed containers with labels legible and

intact.

iii) All the chemicals {polymers, epoxy, water proofing compound, plasticizer, Polysulphide, SBR

based elastomeric, all exterior and interior paints, polish etc.} shall be procured in convenient

packs say 20 litres (/kg) capacity packing only or as approved by the Engineer-in-Charge, and not

in bigger capacity containers, say 200 litre (/kg) drums unless otherwise specifically permitted by

the Engineer-in-Charge. One sample from each lot of the chemical procured by the contractor

shall be tested in a laboratory as approved by the Engineer-in-charge.

iv) All material required for the execution of the work shall be got approved, procured and deposited

with the Client or their authorized representative. The materials shall be kept in joint custody of

the contractor and Client or their authorized representative. The watch and ward of such material

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shall, however, remain to be the responsibility of the contractor and no claim, whatsoever, on this

account shall be entertained. Different containers of each chemical shall be serially numbered on

packing and also consumed in that order. Day-to-Day account of receipt, issue and balance shall

be maintained by the agency in the prescribed format and this shall also be checked by Client or

their authorized representative and proper account shall be maintained at site of work in the

prescribed form as per the standard practice.

v) All the chemicals shall be procured by the contractor directly from the manufacturer. In

exceptional circumstances, the contractor may be allowed to procure the materials from the

authorized dealers of the manufacturers, if specifically permitted by the Engineer-in- Charge.

vi) The original copies of challan/cash memos towards the quantity of various chemicals procured

shall be made available by the contractor at the request from the Engineer-in-Charge and a copy

of the same shall be kept in record.

vi) The Name of manufacturers, manufacturer’s product identification, manufacturer’s mixing

instructions, warning for handling and toxicity and date of manufacturing and shelf life shall be

clearly and legibly mentioned on the labels of the each container.

vii) The contractor shall submit for the chemicals procured, manufacturer’s and / or authorized

dealer’s certificate regarding supplying and verifying conformance to the material

specifications, as specified.

viii) All filled containers shall be handled in safe manner and in a way to avoid breaking container

seals.

ix) Empty containers of the chemicals should not be removed from site till the completion of work

and shall be removed only with the written approval of the Engineer-in-Charge.

x) All arrangements for measuring, dosing and mixing of material / chemicals at site have to be

made by the contractor.

xi) Contractor shall suitably advise his site Engineer and all the workers as regards safe handling of

chemicals. Necessary protective and safety equipments in form of hand gloves, goggles etc.

shall be provided by the contractor and be also used at site.

Xii) All incidental charges of any kind including cartage, storage and wastage and safe custody of

material etc. shall be borne by the contractor and no claim, whatsoever, shall be entertained on

this account.

The chemicals shall be tested in an independent laboratory as approved by the Engineer-in-

charge at the frequency as specified. If required, more samples may have to be tested as per the

directions of the Engineer-in-Charge. Nothing extra shall be payable on this account.

1.1.65. INSURANCE POLICIES

Before commencing the execution of work, the Contractor shall, without in any way limiting his

obligations and liabilities, insure at his own cost and expense against any damage or loss or

injury, which may be caused to any person or property, at site of work. The Contractor shall

obtain and submit to the Engineer-in-Charge proper Contractor All Risk Insurance Policy for an

amount 1.25 times the contract amount for this work, with Engineer-in-Charge as the first

beneficiary. The insurance shall be obtained in joint names of Engineer-in-Charge and the

Contractor (who shall be second beneficiary). Also, he shall indemnify the Client from any

liability during the execution of the work. Further, he shall obtain and submit to the Engineer-in-

Charge, a third party insurance policy for maximum Rs.10 lakh for each accident, with the

Engineer-in-Charge as the first beneficiary. The insurance shall be obtained in joint names of

Engineer-in-Charge and the Contractor (who shall be second beneficiary). The Contractor shall,

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from time to time, provide documentary evidence as regards payment of premium for all the

Insurance Policies for keeping them valid till the completion of the work. The Contractor shall

ensure that Insurance Policies are also taken for the workers of his Sub-Contractors / specialized

agencies also. Without prejudice to any of its obligations and responsibilities specified above, the

Contractor shall within 10 days from the date of letter of acceptance of the tender and thereafter

at the end of each quarter submit a report to the Client giving details of the Insurance Policies

along with Certificate of these insurance policies being valid, along with documentary evidences

as required by the Engineer-in-Charge. No work shall be commenced by the Contractor unless he

obtains the Insurance Policies as mentioned above. Also, no payment shall be made to the

Contractor on expiry of insurance policies unless renewed by the Contractor. Nothing extra shall

be payable on this account. No claim of hindrance (or any other claim) shall be entertained from

the contractor on these accounts.

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1.1.66. APPLICABLE PERMITS

The contractor shall give to the Municipality, police and other authorities all necessary notices

etc. that may be required by law and obtain all requisite licenses for temporary obstructions,

enclosures etc. and pay all fee, taxes and charges which may be levied on account of these

operations in executing the contract. He shall make good any damage to the adjoining property

whether public or private and shall supply and maintain lights either for illumination or for

cautioning the public at night.

The contractor shall ensure that applicable permits mandated by the local bodies and in case

warranted for this work are obtained as required under the Applicable Laws. Consequences on

account of failure to obtain the mandatory permits shall be the sole responsibility of the

contractor and no claim what so ever shall be entertained by the EIC. Any liability incurred by

EIC on account of such failure shall be recovered from the amounts/payments due to the

contractor. An indicative but not exhaustive list of some of the applicable permits are mentioned

below for the guidance of the Contractor.

a)Permission of the State Government for extraction of boulders from quarry;

b) Permission of Pollution Control Board for installation of crushers;

c) Licence for use of explosives;

d) Permission of the State Government for drawing water from river/reservoir;

e) Licence from Inspector of factories or other competent authority for setting of Batching

Plant;

f) Clearance of Pollution Control Board for setting up Batching Plant;

g) Clearance of Pollution Control Board for Asphalt Plant;

h) Clearance of Pollution Control Board for installation of diesel generator sets;

i) Fire safety clearance from fire authorities;

j) Permission of State Government for cutting of trees; if any.

k) Permit for employing unskilled/semi-skilled labour during day/night.

l) Permit for disposal of solid waste/excess material or soil,

m) Permissions from the public utilities for diversion of utilities including

reinstatement/reconstruction to original specifications;

n) Approvals for electric supply/distributions;

Any other permits or clearance required under the Applicable laws.

59

1.1.67. UTILISATION OF MOBILISATION ADVANCE

Mobilization advance will not be given for any material for which secured advance is payable. T

& P advance will not be given for tools & plants equipments, owned by the contractor as

intimated in the eligibility documents. Installments of Mobilization advance except the first

installment shall be released after receiving the utilization certificate supported by bank statement

showing the disbursement of mobilization advance by the contractor.

Contractor while applying for mobilization advance shall inform the intended use of mobilization

advance and submit the utilization certificate of the same. Any deviation from intended use shall

not be accepted without the prior approval of Engineer-in-charge.

1.1.68. SITE OFFICE FOR CLIENT, PMC & ARCHITECTURAL CONSULTANT: DELETED

1.1.69. TERMS OF PAYMENT

Stage payment to the contractor for various components of work shall be regulated as per CPWD

Specifications. For works for which the % payment is not specially mentioned in the

specification, the rate of stage payment shall be decided by Engineer-in-Charge.

Stage Payment for SITC items, shall be as mentioned below:

a) 75 % payment within 15 days of supply of the system at site in good condition alongwith test

reports etc.

b) 10% payment after installation (ready for testing and commissioning).

c) 10% payment after testing, commissioning

d) 5% after Handing over to the department for beneficial use.

If the rate quoted by the lowest (L1) of the tenderer is considered unbalanced (in relation to the

Department's estimate of cost of work to be performed under the contract) by the Client, then

tenderer shall submit detail price/rate analysis of major items of the work within 7 days of such

notice so as to demonstrate the internal consistency of these price/rate(s) with his quoted

price/rate(s). After evaluation by tender sanctioning authority Client may require the tenderer to

submit additional Security upto 5% of the estimated cost put to tender for the performance of

the agreement in the shape of F.D. or a BG receipt in favor of the Executive Director, EPCH

before signing of the agreement, which shall be refunded along with the normal S.D. after

Completion of work. If he fails to complete the work or leave the work incomplete, this 5%

additional SD, shall also be forfeited by the Client, in addition to other provision of the contract

& the agreement shall be terminated and action shall be taken in accordance of relevant contract

clause of the agreement.

1.1.72 The list of approved makes is provided in the tender document which shall be used by the

contractor during the construction. It is deemed that the rates quoted by the contractor have

considered the approved makes only. Wherever in any item a catalogue number is mentioned

along with the brand name, an equivalent product of the brands mentioned in the list of

approved makes of materials shall be allowed. However, the data sheets along with all other

details of the product shall be got approved from Engineer-in-Charge before procurement.

60

1.1.83 Special Instruction to Bidders:

1. Measures for protection of Blocks existing in close vicinity of proposed construction.

It would be responsibility of the contractor to take all necessary measures to ensure complete safety

to above referred existing structures.

Wherever such situation arises, contractor will first submit details of intended protection measures

and obtain Client’s prior approval before starting work.

61

TECHNICAL SPECIFICATIONS

FOR INTERIOR WORKS

1.0 GENERAL

Bidder to note that the sizes of furniture mentioned in the Schedule of Rates are approximate /tentative.

Bidder to quote the rates accordingly.

2.0 MDF BOARD:

MDF board shall be Pre-laminate MDF board of Grade-II (Interior grade) conforming to IS: 14857 unless

mentioned otherwise elsewhere in the tender. The contractor shall ensure to use MDF board in single piece

(without joint) for a size/requirement of furniture.

3.0 PRELAMINATED PARTICLE BOARD

Pre-laminated particle board shall be of interior grade conforming to IS: 12823. The contractor shall ensure to

use prelaminated particle board in single piece (without joint) for a size/requirement of furniture.

4.0 LAMINATE:

The Laminate shall be of 0.8-1.0 mm thickness of approved shade, colour and pattern on main/exposed

/visible faces and 0.6mm thickness (balancing laminate) on other faces as approved by Engineer in charge.

5.0 POWDER COATING

All CRCA/ Aluminum members shall be powder coated in approved shade as per best standard practice/

process to the thickness of 50-60 micron. All steel & aluminum parts shall be pretreated for 7 stages anti-

rust treatment as per manufacturer's specifications.

6.0 CRCA MS MEMBERS

All CRCA members shall be of Grade D or higher (as per IS:513)

7.0 ALUMINIUM EXTRUSIONS

All Aluminum extrusions shall be of Grade He-9-63400

8.0 VENEER

The veneer board shall be 4 mm thick of approved shade, colour and pattern conforming to IS: 1328 (type-I)

and it shall be factory pressed on the board. The surface shall be finished with melamine polish.

9.0 HARD WOOD

Hard wood, if used shall be chemically treated, anti-termite treated, and kiln seasoned as per relevant

standards and specifications and shall be free from any defects.

10.0 FABRIC

The fabric panel/tile shall meet the following specifications. The quality, shade and texture of fabric shall

be approved by Engineer in charge. The contractor shall submit manufacturer’s test certificate towards the

compliance to the following specifications.

62

Sl. No. Description Specification for

Fabric tiles

Specification for chair fabric

1. Composition 100% polyester 100% polyester

2. Weight

(gram per liner meter)

415

(Width of fabric shall be 1.40

meter + 2%)

Mess - 370

Seat – 257

3. Abrasion In excess of 90,000 cycles

Martindale abrasion tester at

12 KPA Pressure.

Mess: 50, 000 cycles

Seat: 36, 000 cycles

4. Flammability BS EN 1021-

1:1994 (Cigarette)

BS 7176: 1955 (Low Hazard)

BS EN 1021-1:1994

(Cigarette)

BS7176:1955 (Low

Hazard)

5. Fastness to light 5+(BS 1006: 1990) 4 or more

6. Fastness to rubbing Wet: 5, Dry: 4.5 4-5

11.0 LEATHERETTE

The Leatherette shall meet the following specifications. The quality, shade and texture of leatherette shall

be approved by Engineer in charge. The contractor shall submit manufacturer’s test certificate towards the

compliance to the following specifications.

Sl. No. Description Specifications

1 Composition PVC + PU coated fabric

2 Weight 650 GSM+5%

3 Abrasion Above 80000 cycles as per ASTM D 4966:98 (Martindale test, load: 600g)

4 Fastness to light 4-5

5 Fastness to rubbing Wet: 5, Dry : 3

12.0 EDGE BANDING/ LIPPING

The PVC edge banding shall be of best quality as approved by Engineer in charge and shall be hot pressed

to the edges at factory as per the standard methodology. The thickness of the Edge banding shall be 2

mm minimum on all the exposed/ front edges and 0.8 mm on all the unexposed/ rear/ concealed / inner

edges as approved by Engineer in charge.

13.0 FLOOR LEVELERS:

The rate quoted by the bidder shall be deemed to be inclusive of the providing and fixing of floor levelers

and or leg caps of approved quality, wherever required.

63

14.0 FLIP TOP BOX:

The flip top box to be provided on table tops shall be of approved quality and design and of suitable size to

accommodate the required number of switches and sockets of electrical/ voice/ data etc. The rate quoted by

the bidder shall be deemed to be inclusive of the same.

15.0 VARIATION IN DIMENSION:

Variation in dimensions (other than thickness) of the furniture like height of workstation, size of loose

furniture, storages, height of table top, storage units etc. up to + 25 mm. may be acceptable at the time of

approval of shop drawings/ layouts, depending upon site conditions, standard product of the manufacturer

and decision of Engineer in charge. No extra cost/rebate shall be payable to the contractor on this account.

However, it shall be contractor’s obligation to match the standard dimensions required as per tender

drawings, specifications and direction of Engineer in charge.

16.0 “APPROVED EQUIVALENT”:

The term “approved equivalent” used anywhere in this tender shall mean the material/ item meeting the

specifications as mentioned in the tender for that material/ item and resembling the reference image given

in the tender for that item/ material, and having price (latest/ prevalent pricelist of the manufacture) same

or more than the approved makes specified in the tender, and sample is submitted by the contractor and

approved by Engineer in charge.

17.0 SHARING OF PARTITIONS AND MODIFICATIONS IN DIMENSIONS AS PER SITE

CONDITION:

Bidder shall study the tender drawings thoroughly and note that at certain locations, tile-based partitions are

in sharing between different type of workstations and/or half cabins. Similarly, depending upon site specific

restrictions at certain locations, furniture components like partition, back table tops, and side units may be

required to be modified in dimensions in consonance to the typical details given in the tender drawings.

Such items shall be paid at the rates given in the respective items only and no deduction/addition of

payment from SOR rates shall be applicable on account of such modifications in dimensions and sharing

of partitions. The decision of Engineer in Charge shall be final in this regard. Bidder shall quote the rates

accordingly in consideration of above.

18.0 WARRANTEES:

The contractor shall provide minimum 2 (Two) years manufacturer’s warrantee after the completion of

works for all the items /works to be done by the contractor, unless mentioned otherwise elsewhere in the

tender.

19.0 GRIHA CERTIFICATION REQUIREMENTS FOR GREEN BUILDING

The building is targeted GRIHA (4 STAR) rating. The contractor shall follow the relevant requirements in

terms of material, execution, and documentation pertaining to GRIHA requirements. No extra payment shall

be made to the contract on this account.

Page 64 of 64

LIST OF APPROVED MANUFACTURERS/ MAKES

List of approved makes of materials is listed below. However, approved equivalent materials of any other specialized

makes may be used, in case it is established that the brands specified below are not available in the market subject to

approval by the Engineer-in-charge.

Note: The agency must quote the rates based on price of the brand/make stipulated in the item of works as described in

Schedule of Rates, Specifications, and Drawings. The owner reserves the right to select any of the brands indicated in

the “list of approved makes/agencies” in case of delay in delivery of ordered „make of item. The contractor shall not

claim anything extra, if the owner changes the make / agencies but within the list of approved makes.

SL. NO.

MATERIAL

MANUFACTURER/SUPPLIER/MAKE

1 MODULAR, LOOSE FURNITURE &

CHAIRS

GEEKEN, FEATHERLITE, BP ERGO, HERMAN

MILLER. SPAN SEATING PVT. LTD.

2

PAINT

ASIAN PAINTS, ICI, NEROLAC, BERGER

3

FLOAT/TEMPERED GLASS

SAINT GOBAIN, MODI GUARD, INDO, ASAHI

4

EXPANSIONS BOLTS, ANCHOR

FASTENER HILTI, FISCHER, EBCO

5

PARTICLE BOARD & MDF BOARD

GREENPLY, MERINO, DURATUFF, NUWUD,

NOVAPAN, CENTURY

6

ALUMINIUM EXTRUSION SECTIONS

HINDALCO, INDALCO, JINDAL, BHORUKA,

MAHAVIR

7

LAMINATE

MERINO, GREENLAM, ARCHIDPLY, CENTURY

8

FABRIC

COLORAYS, RESPONSE, VIMAL OR APPROVED

EQUIVALENT

9

LOCKS & HANDLES

HETTICH, HAFELE, BLUM

10

CRCA / STEEL

TATA, SAIL, ESSAR, JINDAL

11

HARDWARE FITTINGS

HETTICH, HAFELE, BLUM (ALL SOFT-CLOSING)

12

SILICON SEALANT

DOW CORNING, GE, HILTI

13

MELAMINE POLISH

MRF, BERGER, ASIAN

14

WOOD VENEER

GREEN, MERINO, CENTURY, ARCHIDPLY, SHARDA

PLYWOOD

15

SCREW

KUNDAN, ARROW, JINDAL, SAVEX

16

COMMERCIAL PLY & BOARD

MERINO, GREENLAM, ARCHIDPLY, CENTURY

17

SOLID ACRYLIC SURFACE & ITS

JOINTING ADHESIVE

LG HI-MACS, DUPOINT, NEONNEX,HANEX

18

LEATHERETTE

RESPONSE, COMRADE, COLORAYS OR APPROVED

EQUIVALENT

19

PU FOAM

FEDA, FEATHER FOAM, SLEEPWELL OR APPROVED

EQUIVALENT

20 ADHESIVE TAPES/VINYL

PAPER/PRINT/MEDIA/SELF 3M, AVERY or approved equivalent

S.No. Description Unit. Quantity Rate Amount

1 2 3 4 5 6

Interior work

1 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.

Second class teak wood cum 0.5 130183 65092

2 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 :

a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. sqm 9 3023.95 27216

3 Providing and fixing, Mortise cylinder lock case with Eura profile double cylinder with a pair

of Stainless Steel 304 grade lever handles, with necessary accessories and screws of approved

make etc all complete as per the specifications of the approved vendor and as per the directions

of the Engineer-in-charge. each 4 3600 14400

4 Providing and fixing aluminium concealed cam action door closer with hold open slide arm as

per EN: 1154 for door width up to 1100 mm and door weight up to 100 kgs of approved make

with necessary accessories and screws etc all complete as per the specifications of the approved

vendor and as per the directions of the Engineer-in-charge. each 4 11500 46000

5 Providing and fixing SS 304 grade D type Pull Handles 300 mm x 22 mm (minimum) in all

types of door shutters of approved make with necessary accessories and screws etc all complete

as per the directions of the Engineer-in-charge. each 8 550 4400

6 Providing and fixing Stainless Steel (grade 316) Hanging floor door stoppers in stainless steel

(Twin) in all finish as approved of approved make with necessary stainless steel screws etc. or

as approved equivalent make with necessary stainless steel screws etc. complete as per

direction of Engineer in charge. each 4 345 1380

Schedule of Quantities for Interior Works

Proposed Interior works for TFC Jodhpur

1 of 22

S.No. Description Unit. Quantity Rate Amount

1 2 3 4 5 6

7 Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss /

matt / suede finish with high density protective surface layer and reverse side of adhesive

bonding quality conforming to IS : 2046 Type S including cost of adhesive of approved quality.

1.5mm thick. sqm 260.00 1200.00 312000

8 Distempering with 1st quality acrylic washable distember ( ready mixed ) of approved

manufacturer and of required shade and colour complete as per manufacturer's specification.

Two or more coats on new work sqm 220.00 120.00 26400

9 Wooden wall Panelling :Providing and fixing wall panelling as shown in the drawing

consisting of 1.5mm thick Laminate in approved shade and pattern over the 19mm MDF board

fixed on the wall over the wooden frame as shown in the drawing,with the help of necessary

crews ,fasteners,nails, adhesive etc.complete and as per the direction of the Engineer-in-

Charge.sqm 306.00 2000.00 612000

10 Finishing walls with textured paint of approved shade and finish as per the manufacturers

specifications including the prepration of surface. ( Make Oikos or approved equivalent. ) sqm 348.00 450.00 156600

11 Providing and fixing 6mm thick Back painted machine cut ( Laquered ) glass Approved shade

of make Saint Gobain or approved equivalent in required size shape and colour of approved

make on the wall lining/cladding fixed over the 12mm thick FR grade Ply board with the help

of silicone ( GE WINSEL-20/Dow Corning-786 ) ,over aluminum sub frame fixed to the wall

at all level as per detail drawings complete. ( Sample of glass shall be got approved before

execution by Engineer-in- charge) sqm 5.00 2200.00 11000

2 of 22

S.No. Description Unit. Quantity Rate Amount

1 2 3 4 5 6

12 Providing anf fixing 25 mm thick fibre Glass Acoustical Wall Panels of size 600x1200 mm,

resin bonded square edges having NRC of 0.9 minimum. The panels should be manufactured

from high density bio-soluble resin bonded glass wool absorber having density of 96 Kgs/m3

and wrapped on the front side with an acoustically transparent fabric having option of colours

and fabric options like jute, mars, etc. as per approved by architect/engineer-in-charge,plain

tissue backer and fabric wrapped hardened edges. Panels should have humidity resistance up to

90 %, thermal conductivity 0.03 (m² k / w) thermal resistance 0.9 (m² k / w) & moisture rate

1% (JC/T670 – 2005). The panel should be fully recycled and fire retardant as per Class A. The

installation comprises a GI framework for acoustic wall panelling as per design drawing (made

from especially fabricated galvanized iron sheets 0.55 mm thick pressed section galvanizing @

120 grams per sqm including both sides) consisting of floor channel of size 50*32*32*0.55

mm thick bottom and top fixed with nylon sleeves and screw.

Further vertical GI studs of size 48*34*36*0.55 mm thick are placed at 600 mm center to

center vertically on the wall using 12 mm dia 50 mm long wedged type expanded zinc alloy

dash fastener with 10 mm bolt, to avoid any undulations on the wall. The extra channel must

be used at openings and junctions as required. Further, wooden batten of 6mm thickness and a

width of 5” to be placed at 600 mm center to center horizontally on the vertical GI Studs.

Surface impalers of size 3”X4” having projecting element called spikes shall be fixed on the

wooden batten surface at 1200 mm center to center horizontally and 600 mm center to center

vertically, using self tapping screws. Silica based construction adhesive to be dabbed on to the

projecting elements (spikes) of the impalers. Wall Panels shall be pierced through the spikes of

the impalers ensuring line & level of panel are maintained. The panels should be mounted on

the impalers horizontally or vertically as per the approved design or as per the directions of the

Engineer-in-Charge. sqm 275.00 2800.00 770000

13 Providing and applying plaster of paris ( POP ) putty of 9 to 12 mm thickness over plastered

surface to prepare the surface even and smooth complete. sqm 220.00 220.00 48400

3 of 22

S.No. Description Unit. Quantity Rate Amount

1 2 3 4 5 6

14 Providing and fixing grooved acoustic wooden melamine laminate panels of size2440mm

x128mm x 15mm with 2mm groove at 14mm pitch, with lineal perforation. The panel shall be

fire resistance(FR) BS476 Part 7 Tongue and Groove edges for seamless mounting having

density of 800kg/m3(base panel confirming to IS 12406 and laminated panel confirming to IS

14587). The back of the panels are perforated with a nonwoven fabric covering of 0.2mm for

providing Sound absorption via the acoustic impedance method. Panel is fixed by using GI

Framework spaced at 600mm centers @aluminum framework spaced at 400mm centers with

suitable brackets and he system is backline with glass wool and along with all accessories. sqm 172 1800 309600

15 Supply, Installation, Testing and Commissioning of 100-110 mm thick Manual sliding folding

partition (with 6-7 equal panels of width 100-1200 mm and height upto false ceiling level)

confirming to DIN 52210 or the BS equivalent, of Dorma Huppe or approved equivalent, and

having sound insulation of 50-52dB as per manufacturer's specifications with following

components:(Approx max. True ceiling height is 3830 mm and false ceiling height 2.75m +/-

50mm). The item includes all fittings, and accessories, removable handle for operations,

submission of required test certificates, manufacturer's warrantee for operable Walls against

faulty workmanship and materials for a minimum period of 24 Months, all complete as per

manufacturer’s specifications, drawings, tender specifications, and direction of Engineer-In-

Charge. Area of partition below the false ceiling shall be measured for payment.

Partition system:

The partition system comprises of Series of individual flat panels, manually operated, top

supported with retractable top and bottom seals, travelling along a ceiling track and assembled

to form a solid wall. Each 100-110 mm thick panel shall consist of non-warping aluminium

hollow chamber profiles and steel tube profiles. Vertical panel trim shall not have an exposed

aluminium trim preferably. Each panel shall be lined with 16-18 mm thick Medium Density

Fiber board hung in acoustic free suspension from the panel frame. Cavity shall be filled with

rock wool of Density 45-50Kg/cum so that the wall can give sound insulation of 50-52 dB. The

panels shall be interlocked by means of positive magnetic locking aluminium sections engaged

with each other. Each panel shall have a manually operated spindle mechanism, which presses

the extendable, spring loaded, top and bottom retractable seals against the floor and the ceiling

track. One of the end panels shall have telescopic element making this panel expandable upto

100-120 mm in width to seal the space perfectly.

4 of 22

S.No. Description Unit. Quantity Rate Amount

1 2 3 4 5 6

Acoustic Sealing

Vertical sound seals: The panels shall be interconnected by means of a concave/convex(or

tongue & groove) aluminium profile. The profile shall have an integrated magnetic strip and a

vinyl acoustic seal.

Horizontal Seals: Each panel shall have spring-loaded seals that are pressed against the

surfaces of the floor and of the ceiling head track by means of a spindle mechanism.

Polyurethane corner pieces provide an overlapping acoustic seal of horizontal sealing strips.

The seal spindle mechanism must be assessable while the panel is hanging for servicing and

adjustment if necessary.

Suspension & tracking system

The system shall be suspended with the help of four sided die cast aluminium (Grade- AA 6061

or equivalent) tracks suitable for side stacking, with brackets at 1.2 m centers , capable of

withstanding the dynamic load of 500 kgs per panel. Tracks shall be supported by adjustable

steel hanger brackets connected to structural support pairs of 13-16 mm diameter threaded rods

fastened to the RCC ceiling with approved anchor fasteners. Tracks shall be fixed with the help

of steel plates, of thickness 8-10mm. The rollers are made of all steel trolleys with pre-

lubricated ball bearing wheels with 4 numbers of multi - directional trolleys for smooth and

guided operations.

Baffle wall:

The item includes providing and installing baffle wall in the space between the aluminium

track/ at false ceiling level and the true ceiling as per manufacturer's specification comprising

gypsum board cladding on both side over a suitable frameworks as per manufacturer's

specification and filled with mineral wool infill to attain the desired sound insulation.

Finish:

All aluminium components shall be Powder coated (50-60 micron) or anodized as per

manufacturer's specifications. The item includes finishing the operable Wall Panel faces with

approved colour and quality fabric in required pattern wrapped over 3.5 to 4 mm thick MDF

board suitably fixed to the operable panels all complete as per drawings, specifications and

direction of Engineer in Charge. The fabric shall have minimum weight of 340(+/- 5%)gm/m

(for width 1.40m), abrasion value of 50,000 cycles or more, flammability as per BS EN 1021-

1:1994 (Cigarette) or equivalent fastness to light 5 or better as per BS 1006 or equivalent,

Fastness to rubbing 4.5-5 (Minimum basic rate of fabric shall be Rs 190/- per running meter,

considering fabric width of 1.4m). sqm 20 80 000 1600000

5 of 22

S.No. Description Unit. Quantity Rate Amount

1 2 3 4 5 6

16 Providing and fixing 123mm thick gypboard partition consisting of 13 mm thick gyprock

duraline ( confirming to BS 5234-1992,Part 2) and 12.5mm thick Plain gypboard ( confirming

to IS: 2095-1996,Part-1 ) screwed on to the flanges on either side of the70mm wide Gypsteel

ultra stud placed at 600mm centre to centre in 72mm wide gypsteel ultra floor and ceiling

channel anchored to floor & ceiling with the help of fatseners. The horizontal joints of the

outer layer of boards shall be provided with the gypsteel fixing Channel of 99mm width having

flanges of 9.5mm fixed to the studs using metal to metal flat head screws.The joints of the

boards shall be screwed staggered to avoid leakage through joints and shall have a flush look

by filling and finishing the joints with the jointing compound,paper tape etc.The cavity between

the gyp Boards shall be filled with 50mm glasswool slab of density 32kg/m3.The gypboard

partition shall have a provision of fixing the door frame and shall act as a complete wall

system as per the direction of the Engineer-in-Charge. sqm 104 1 950 202800

6 of 22

S.No. Description Unit. Quantity Rate Amount

1 2 3 4 5 6

LOOSE FURNITURE :

1 Reception Table : Providing and fixing of Reception desk made out of commercial ply box ,

carcase & skirting in marine ply +304 grade brush finish stainlees steel sheet witout joint in

single peice. all visible sides, top will be cladded with 12mm thick solid acrylic & brush finish

stainless steel sheet of 304 grade stainlees steel sheet as per detail drawing. Cost to include all

necessary hardware, wire managers of approved makes. The products should be as per BIFMA

standards. complete as per the approved sample/image/ shop drawing and as per the direction

of Architect & Engineer-In-Charge.

3000x900x750/1050 each 3 1 50 000 450000

2 Reception Back Unit :Providing and fixing of modular drawer storage made of 18mm thick

three layer pre-laminated particle board of grade II Type III of IS 12823 designation PLB 23 of

approve decorative color laminate in swede/matt finish on front. The 30mm thick drawer top

would be made with 18mm thick MDF board & finished with 12mm thick solid acrylic as per

sample approved by architect, back and side panels including the drawer fasicas is made out

Pre-laminated particle board of grade II Type IIII of IS 12823 of 18mm thickness , edges dully

sealed with pvc edge beading . Drawers would be made with Push to open soft close drawer

slides of approved make as per specs, and Front multi purpose lock. complete storage made of

18mm thick prelaminated particle board or MDF. Complete storage shall be have knock down

system . all flat edges duly sealed with 2mm thick machine pasted PVC beading. The products

should be as per BIFMA standards.The boards used sholud meet international standards of

quality and safety, indian standard IS 12823 grade II should meet long time loadbending ,

screw - withdrawl strength and moudulus rupture and modulus of elasticity bending test as per

IS 2380 (Part 4 ,Part 13 and Part 14). complete as per the approved sample/image/ shop

drawing and as per the direction of Architect & Engineer-In-Charge.

3000x450x900 each 3 45 000 135000

7 of 22

S.No. Description Unit. Quantity Rate Amount

1 2 3 4 5 6

3 Centre Table :Providing and placing side table main frame is made of SS pipe 202 grade size

50x10x1.5mm thick is welded with tig welding and finishing in bright finish. Table top is made

of prelaminated particle board 18mm thick is fix in SS frame. The PVC shoes are place in the

bottom of frame. The products should be as per BIFMA standards. The boards used sholud

meet international standards of quality and safety, indian standard IS 12823 grade II should

meet long time loadbending , screw - withdrawl strength and moudulus rupture and modulus of

elasticity bending test as per IS 2380 (Part 4 ,Part 13 and Part 14). all complete as per

specicitions, tender drawings, Reference images, approved samples/shop drawings and

direction of Engineer - In - Charge.

1200x750x400 each 10 15 000 150000

4 Reception & Waiting Sofa Chairs :Providing and placing single seater sofa, inner frame,

basic structure made of Marandi hard wood and commercial ply frame with upholstery

40kg/m3 ,130mm thick of foam in seat and 32kg/m3 ,90 mm thick of foam in back , Back

foam Leatherette tapestry with 1+/-.1 mm thick and arms are made of Hard wood and

commercial plywood and upholstered with foam 32kg / m3 and support with base frame & legs

which are made of SS 202 grade, Pipe dia 30mm X 30mm X 1.5 thk chrome finish with PVC

shoe. Complete as per the approved sample/image/ shop drawing and as per the direction of

Architect & Engineer-In-Charge.

800x750x800 each 30 15 000 450000

5 Staff & Reception Chair:Providing & Placing ergonomical, comfortable and aesthetically

design medium Back chair. The seat size shall be 480mm (W) x 500mm (D) and the back size

shall be 540mm . The seat shall be made of hot pressed moulded ply(15mm thick) and

Urethane foam upholstered (Foam density 40kg/m3) with Leatherette tapestry. The back frame

shall be made up of CRC pipe dia.19mm X1.6mm thick) and covered with net and Urethane

foam upholstered (Foam density 32kg/m3) with Leatherette tapestry,outer frame of back CRC

pipe(25mm X 10mm X 1.6mm) and chrome plated which joint seat & back together. The

armrests are made of CRC pipe (40mm X 10mm X 1.6mm) and covered with PU arm. The

mechanism shall be knee tilt with four point locking. The pneumatic height adjustment shall

have an adjustment of 63mm BIFMA Standard class 3. The pedestals shall be made of HR steel

chrome plated fitted with 5 nos. twin wheel castors which are made of injection moulded

polyproplene. The pedestal dia shall be 65+/-0.5cm and the pitch centre dia shall be 75+/-1cm

(with castors). The twin wheel castors shall be injection moulded in black nylon.each 39 10 000 390000

8 of 22

S.No. Description Unit. Quantity Rate Amount

1 2 3 4 5 6

5 Tranning room & Conf. hall chair with table: Providing and supplying student/training

room chair with ergonomic design for user comfort. The seat and back shall be made of 15mm

and 12mm thick hot pressed commercial plywood padded with high resilience moulded

polyurethane foam 50mm thick having density 40kg/m³ in seat and 40mm thick having density

32Kg/m³ in back. The same shall be upholstered with fabric tapestry 0.6mm thick and 235

GSM and PVC liping also provide with seat and back. The seat and back shall be arrested

together with MS powder coated HR steel spine. The armrest shall be used black integral

polyurethane arm completely joint with metal frame. The chair shall be supplied with folding

writing pad made of 18mm thick particle board with 0.8mm edge lipping. Book-try shall be

provided under the seat made of powder coated round wires. The frame structure shall be

cantilever support type made up of MS/CRCA powder coated with 50-60µ (DFT) thick round

pipe of dia. 25.4mm with 2mm thick. There shall be PPCP shoe provided at the base to avoid

scratches on the floor. The seat size shall be 460±10mm (D) X 475±10mm (W) and back size

shall be 450±10mm (W) X 410±10mm (H) from seat. Overall height shall be = 820±10 mm,

overall depth = 665±10 mm & overall width = 540±10 mm. each 214 4 000 856000

6 Conf. & meeting room Mid back Chair: All floorsproviding ergonomical, comfortable and

aesthetically design medium back chairs.

The seat size shall be 500mm (W) x 500mm (D) and the back size shall be mm 500(W) x

750mm (H) (Seat to back height). The seat and back shall be made of hot pressed moulded

double layered plywood 16mm thk and Urethane foam upholstered (Foam density 40kg/m3)

with Leatherette tapestry. The back shall be Urethane foam upholstered (Foam density

32kg/m3) with Leatherette tapestry. The armrests are made of CRC pipe 50mm X 15mm X

1.6mm chrome plated and cushion with foam and Leatherette tapestry. The mechanism shall be

360 degree revolving Torsion bar with single point locking. The pneumatic height adjustment

shall have an adjustment of 65mm BIFMA Standard class 3. The pedestals shall be made of

HR steel 1.2mm thk, chrome plated fitted with 5 nos. twin wheel castors. The pedestal dia shall

be 65+/-0.5cm and the pitch centre dia shall be 75+/-1cm (with castors). The twin wheel

castors shall be injection moulded in black nylon. each 69 12 000 828000

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S.No. Description Unit. Quantity Rate Amount

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7 Conf. & meeting room & Admin officer task high back Chair : Providing and placing

ergonomical, comfortable and aesthetically design high back chairs.

The seat size shall be 500mm (W) x 500mm (D) and the back size shall be mm 500(W) x

750mm (H) (Seat to back height). The seat and back shall be made of hot pressed moulded

double layered plywood 16mm thk and Urethane foam upholstered (Foam density 40kg/m3)

with Leatherette tapestry. The back shall be Urethane foam upholstered (Foam density

32kg/m3) with Leatherette tapestry. The armrests are made of CRC pipe 50mm X 15mm X

1.6mm chrome plated and cushion with foam and Leatherette tapestry. The mechanism shall be

360 degree revolving Torsion bar with single point locking and tension arragment. The

pneumatic height adjustment shall have an adjustment of 65mm BIFMA Standard class 3. The

pedestals shall be made of HR steel 1.2mm thk, chrome plated fitted with 5 nos. twin wheel

castors. The pedestal dia shall be 65+/-0.5cm and the pitch centre dia shall be 75+/-1cm (with

castors). The twin wheel castors shall be injection moulded in black nylon. each 4 13 500 54000

8 Cafe Chair : Providing and supplying café chair. The seat and back shall be made up of 12.5%

glass filled one piece injection moulded polypropylene. The structure shall be supported on

polypropylene holder. The understructure shall consist of 4 nos. of reducing legs made up of

solid wood bolting together with PP holder. The seat size shall be 440±10 mm(W) X

450mm±10 (D), back size shall be 440±10 mm(W) X 400±10 (H) from seat, seat height shall

be 460±10 mm. Overall height = 840±10 mm, overall width = 605±10 mm, overall depth =

600±10 mm. each 108 4 000 432000

9 Guest room study & dinning Chair : Providing and placing dining chair, inner frame, basic

structure made of Marandi hard wood and commercial ply frame with upholstery 40kg/m3

,130mm thick of foam in seat and 32kg/m3 ,90 mm thick of foam in back , Back foam fabric

tapestry with 1+/-.1 mm thick. base frame & legs are made of solid teak wood with PVC shoe.

Complete as per the approved sample/image/ shop drawing and as per the direction of Architect

& Engineer-In-Charge. each 12 12 000 144000

10 Court Yard Chair in Ratan : Providing & Placing Ratan Chairs completely made of

aluminum frame inside & covered with synthetic wicker (RATAN) from Rehau or Viro Make.

Loose Seat will be made with 130mm thick of foam in seat and 32kg/m3 & approved fabric,

Leatherette. Aluminum leg are also to be covered with RATAN & PVC leveler to be provided

at bottom of legs. The seat size shall be 480mm (W) x 500mm (D) and the back height shall be

500mm . each 24 10 000 240000

10 of 22

S.No. Description Unit. Quantity Rate Amount

1 2 3 4 5 6

11 Training Hall Faculty table : Providing and fixing of modular table with work top made of

25mm thickness prelam particle board of interior grade II Type III as per IS 12823:1990 with

flat edges, work top clad with decorativie laminate on front as per standard and back side with

0.45mm white balancing. Flat edges duly sealed with 2mm thick machine pasted PVC beading

.Gable ends for vertical support of table top shall be made of 25mm thickness prelam particle

board of grade II Type IIIas per IS 12823 with decorative laminates both side , flat edges duly

paseted by 2mm thick pvc edge banding . Pre-laminated particle board of grade II Type IIIof IS

12823 Modesty panel shall be of 18mm thick prelam particle board (PLPB) clad with

decorative laminate on both side , edges shall be sealed with pvc beading. Complete table

having knock down system . The products should be tested as per BIFMA standards. The

boards used sholud meet international standards of quality and safety, indian standard IS 12823

grade II should meet long time loadbending , screw - withdrawl strength and moudulus rupture

and modulus of elasticity bending test as per IS 2380 (Part 4 ,Part 13 and Part 14). All

complete as per specicitions, tender drawings, Reference images, approved samples/shop

drawings and direction of Engineer - In - Charge.

900x600x750 each 2 13 500 27000

12 Conference room Table : Providing and fixing of table, top shall be made of of 25mm thick

prelam particle board of Interior grade II as per IS 12823:1990 with flat edges , clad with

decorative laminate on front and back side with white balancing .All flat edges to be duly

sealed with 2mm thick machine pasted PVC dge beding . Gable end for vertical support of

table top will be made of 25mm thick particle board with flat edges with decrative laminate .

Modesty panel shall be 18mm thick of height 725mm of prelam particle board (PLPB), clad

with decorative lainate on both sides, edges will be sealed with pvc beading . Complete table

having knock down system on mini fitting.Each modulae to have 1 nos. metal brush flaper with

metal tray made of CRCA steel 1.2mm thick for wire managemnet and electrical and data

switch - socket mounting provison . Vertebrae for proviosion of moving wires from floor to

flpaer. All CRCA steel componenets / parts powder coated of 50-60 micron.

The products should be as per BIFMA standards.The boards used sholud meet international

standards of quality and safety, indian standard IS 12823 grade II should meet long time

loadbending , screw - withdrawl strength and moudulus rupture and modulus of elasticity

bending test as per IS 2380 (Part 4 ,Part 13 and Part 14).

1500x750x750 each 23 12 000 276000

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S.No. Description Unit. Quantity Rate Amount

1 2 3 4 5 6

13 Console table in meeting, conf. & suite room: Providing & Placing console table, main frame

is made of SS pipe 202 grade size 50x10x1.5mm thick is welded with tig welding and finishing

in bright finish.

75mm thick Table top is made of commercial ply and finished with wood veneer & fixed on

SS frame. 20mm thick veneered ply bottomcompartment to be provided.. with ss frame all

around and fixed to the main frame. The PVC shoes are place in the bottom of frame.

Polishing and Varnishing – General Holes and indentations on surface shall be filled with

putty made of whiting and linseed oil. The pad shall be moistened with polish and rubbed hard

on the surface applying the polish sparingly but uniformly and completely over the entire

surface. Another coat shall be applied in the same way after the first coat has dried sufficiently.

Finishing coats shall be sprayed on the surface in 2 coats or as required till the satisfied result,

using melamine polish of approved make. Application of extra coats shall not charged extra.

complete as per the approved sample/image/ shop drawing by supplier and as per the direction

of Architect & Engineer-In-Charge.

1500x450x900 each 7 20 000 140000

14 Side Table - 1 : Supplying and placing cafeteria table with an overall Dia. 800mm X 750mm.

The top of the table shall be made of 8mm thick tempered glass with bevelled edges. The top

profile shall be in circular shape and supported on Aluminium round spacer mounted on CRCA

rectangle pipe frame having cross-section area 30mm X 15mm in Y shape welded together

with tubular pipe frame having cross-section area 40mm X 20mm with 1.6mm thick in circular

shape. The understructure shall consist of 3 nos. of legs made up of MS/CRCA. The complete

metal structure shall be supplied with 50-60µ thick powder coated and chrome plated. There

shall be plastic shoe provided at the base to avoid scratches on the floor.

600Ø X600 height each 21 13 500 283500

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S.No. Description Unit. Quantity Rate Amount

1 2 3 4 5 6

15 Meeting Table : Providing and fixing of modular discussion table with work top made of

25mm thick prelam particle board of interior grade II as per IS 12823:1990 with flat edges,

work top clad with decorative laminate on front as per standard and back side with white

balancing . Flat edges duly sealed with 2mm thick machine pasted PVC beading .Table shall

have legs made of welded prime quality CRCA steel , chrome plated tubular frame of

60x30mm size and of 1.6mm thick. , all leg have level adjuster PVC shoes with plastic color

shoes cap, both leg jointed by 75x30x15mm die casted jointer through rectangular tubular pipe

of 40x20mm size and 1.6mm thickness. Meeting table with metal brush flapper with metal tray

made of CRCA steel 1.2mm thick for wire management and switch/socket mounting provision

Vertical cable riser made of CRCA steel 1.2mm thick for provision of moving wires from floor

to flapper all CRCA steel components / parts powder coated of 50-60 micron.

Complete table having knock down system on kd fittings

The products should be as per BIFMA standards. The boards used sholud meet international

standards of quality and safety, indian standard IS 12823 grade II should meet long time

loadbending , screw - withdrawl strength and moudulus rupture and modulus of elasticity

bending test as per IS 2380 (Part 4 ,Part 13 and Part 14). complete as per the approved

sample/image/ shop drawing by supplier and as per the direction of Architect & Engineer-In-

Charge.

3000x1200x750 each 1 35 000 35000

16 Admin Office Table : Providing and fixing of modular table with work top made of 36mm

thickness pre-laminated particle board of grade II Type III of IS 12823 of approve decorative

color laminate on front and back side with white balancing laminate. lower part of the top will

be encased with aluminium section edging 25x10x1.5mm with front three layer design below

the work top on edges .Pre-laminated particle board of grade II Type III of IS 12823 Modesty

panel shall be 18mm thick prelam particle board (PLPB) clad with decorative laminate on both

side , edges shall be sealed with pvc edge beading. Complete table having knock down system

on kd fittings. Table shall have one hydraulic deskport with provision of power point, voice &

data. etc ( 2400x900x750)

a) Drawer Unit :- Darwer unit below the table top. 2 file drawer and 1 box drawer. The drawer

front, back and side panels are made out of 18mm pre-laminated particle board(PLPB) , edges

dully sealed with pvc edge beading . The drawers boxes are mounted on rollers slides to enable

smooth operation of the drawer . Drawer runs on soft closing telescopic channel The pedestal

will have central locking mechanism and handles.( 500x450x600)

each 2 85 000 17000013 of 22

S.No. Description Unit. Quantity Rate Amount

1 2 3 4 5 6

b) SIDE TABLE:- Side storage cabinet carcass & drawer unit , top made of 25mm thick and rest

body like shelves , back and shutters shall be made up of 18mm thick Pre-laminated particle

board of grade II Type III of IS 12823 . Side unit top made of 18mm thick with pvc edge

beading on edges. Work top shall be supported on side unit and Fixed drawer unit.(

1200x600x650)c) BACK UNIT:- Top made of 25mm thick and rest body made of 18mm thick three layer pre-

laminated particle board of grade II Type III of IS 12823 of approve decorative color laminate

on front. Storage will have swing shutters on soft closing hinges with locking system

,adjustable shlef in storage for keep file according to user, all panels shall be of 18mm thick

prelam particle board of grade II Type III of IS 12823 of 18mm thickness , edges dully sealed

with pvc edge beading . Complete knock down system . Storage with lock and handels.

The products should be as per BIFMA standards. The boards used sholud meet international

standards of quality and safety, indian standard IS 12823 grade II should meet long time

loadbending , screw - withdrawl strength and moudulus rupture and modulus of elasticity

bending test as per IS 2380 (Part 4 ,Part 13 and Part 14). complete as per the approved

sample/image/ shop drawing by supplier and as per the direction of Architect & Engineer-In-

Charge.( 2400x450x650)

each 2 85 000 170000

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S.No. Description Unit. Quantity Rate Amount

1 2 3 4 5 6

17 Half Cabin Work Station

Front table Providing and fixing of modular table with work top made of 25mm thickness

particle board of grade II Type III as per IS 12823 with pvc edge banding on edges , I shape leg

made of CRCA sheet with powder coating for vertical support of table top, Pre-laminated

particle board of grade II Type III of IS 12823 Modesty panel shall be of 18mm thick prelam

particle board (PLPB) clad with decorative laminate on both side , edges shall be sealed with

pvc beading. Size ( 1800 x750x750 )

Side unit Providing and fixing of modular table with work top made of 25mm thickness

particle board of grade II Type III as per IS 12823 with pvc edge banding on edges , I shape leg

made of CRCA sheet with powder coating for vertical support of table top, Pre-laminated

particle board of grade II Type III of IS 12823 Modesty panel shall be of 18mm thick prelam

particle board (PLPB) clad with decorative laminate on both side , edges shall be sealed with

pvc beading. Size ( 1050 x 450 x 750 )

Back unit Providing and Fixing of storage cabinet carcass , shelves , back and shutters shall be

made up of 18mm thick Pre-laminated particle board of grade II Type III of IS 12823 . Side

unit top made of 25mm thick with pvc edge beading on edges . storage have drawer with

telecsopic chhaanles for smooth operation of drawers. inner box all drawers shall be made of

18mm thick same colour , and opennable shutter storage made of 18mm thick prelaminated

particle board with pvc edge banding , all drawer and shutter have 4'' steel brush finish branded

handle , drawer and shutter with front lock. The products should be as per BIFMA standards.

The boards used sholud meet international standards of quality and safety, indian standard IS

12823 grade II should meet long time loadbending , screw - withdrawl strength and moudulus

rupture and modulus of elasticity bending test as per IS 2380 (Part 4 ,Part 13 and Part 14)

complete as per the approved sample/image/ shop drawing by supplier and as per the direction

of Architect & Engineer-In-Charge.Size ( 2550x 450 x750 )

each 5 65000 325000

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S.No. Description Unit. Quantity Rate Amount

1 2 3 4 5 6

Thickness of the partition to be 60mm along the main spine and the return spine to be 60mm of

height 1200mm.Panel based partition work made of knockdown aluminum extrusion section

fully treated partition comprising of vertical sections made from aluminum extrusion duly

powder coated with ten tanks process and 50-60 micron thick coating . The frame work made

of Knockdown metal frame comprising of vertical sections made from minimum 1.2 to 1.6mm

aluminum as per grade 6063, formed into channels of minimum size 20mm X 60mm.) These

vertical channels have suitable and sturdy arrangement to accept tile block. All exposed vertical

edges of partition panels finished with contoured edged powder coated Aluminum section of

minimum 1mm thickness as per grade 6063. Connectors of die cast aluminum with a waterfall

edge for a continuous transition from horizontal to vertical trim. Two Raceway should be

below the work top consisting of powder coated section minimum 1.2 mm thick of Aluminum

grade 6063 of approved shade provided of minimum 100mm -140mm.Panel have cutouts of

required sizes for installing electrical switch boards (as per switch samples provided by

clients)There will be separate slots for passage of data and electrical wires. The frames

designed to easily handle CAT 6 wires at entry points. Tile above the work top fabric tile pin-

up tile/laminate tile/white board/magnetic white board / glass panel/ below the table tile should

be laminated. Fabric Tiles with 52mm thick block base made of or particle board /mdf of

minimum 9mm thick tile Fabric of approved shade and quality. Laminate tiles with 53mm

block made of particle board/mdf of minimum 9mm thick tile with lamination of approved

color

each 5 65000 325000

16 of 22

S.No. Description Unit. Quantity Rate Amount

1 2 3 4 5 6

18 L' Shaped work Stations

Providing and fixing L-shaped workstation with partition to be 60mm thick along the main

spine and the return spine to be 60mm thick & height of 1200mm. Panel based partition work

made of knockdown aluminum extrusion section fully treated partition comprising of vertical

sections made from aluminum extrusion duly powder coated with ten tanks process and 50-60

micron thick coating . The frame work made of Knockdown metal frame comprising of

vertical sections mad of aluminum formed into channels These vertical channels have

suitable and sturdy arrangement to accept tile block . All exposed vertical edges of partition

panels finished with contoured edged powder coated Aluminum section of and Connectors of

die cast with a waterfall edge for a continuous transition from horizontal to vertical trim. Two

Raceway should be below the work top .Panel have cutouts of required sizes for installing

electrical switch boards (as per switch samples provided by clients)There will be separate

slots for passage of data and electrical wires.

The frames designed to easily handle CAT 6 wires at entry points. Tile above the work top

fabric tile pin-up tile/laminate tile/white board. Below the table tile should be laminated. a)

Fabric Tiles with 52mm thick block base made of or particle board of minimum 9mm thick

tile Fabric of approved shade and quality.

Laminate tiles with 53mm block made of particle board/MDF of minimum 9mm thick tile with

lamination of approved color. Work Top made up of 25mm thick pre- laminated particle

board interior grade conforming to IS: 12823 -1990 with PVC lipping/edge binding 2mm

thick Bottom shall have a backing laminate of white color with minimum 0.45mm thickness.

The front edge of work surface shall be provided with machine pressed 2mm thick PVC

Lipping / edge binding. key board tray made up of 18mm thick pre-laminated particle board

which runs on telescopic channel for smooth operation.

Pre-laminated three drawer pedestal 400mmX450mmX680mm with two equal size drawer and

one file drawer duly place under the work surface Small Drawers running on bottom mounting

white channels and filling drawer running on soft closing Telescopic Channels these

arrangement for smooth operations, with best quality handle and latest technology made front

lock for locking of all drawers with single lock. Cpu trolley with castor made up of 18mm thick

pre-lmainted particle board for keeping CPU .Trolley With castor for smooth operation on

floor.

17 of 22

S.No. Description Unit. Quantity Rate Amount

1 2 3 4 5 6

The products should be as per BIFMA standards. The boards used sholud meet international

standards of quality and safety, indian standard IS 12823 grade II should meet long time

loadbending , screw - withdrawl strength and moudulus rupture and modulus of elasticity

bending test as per IS 2380 (Part 4 ,Part 13 and Part 14). complete as per the approved

sample/image/ shop drawing by supplier and as per the direction of Architect & Engineer-In-

Charge.

1800x1350x750/1200 each 14 42 000 588000

19 Double Bed with side tables :

Providing and placing bed with all over size 2100x1800mm, headboard height will be 800mm

from the floor finish. all 4 sides & head board of bed will be made with 200x25mm thick teak

wood and legs will be made with 200x200x65mm solid teak wood. Internal framing of the bed

will be made with solid teak wood and SS hardware as required for assembling of the bed. Bed

top will be made with both side laminated factory finish 12mm thick commercial ply. Bed shall

be in knock down condition with all required hardware to be assembled at site. Detailed

working drawing of the bed will be made by supplier & approved by architect.Bed side table of

450x400x375mm, table will be made with 18mm commercial ply & 4mm thick teakwood

veneer. legs will be made with 150x150x65mm solid teak wood. One drawer of 150mm drawer

to be provided at bottom of the table, above legs with soft closing channels. Detailed working

drawing of the bed will be made by supplier & approved by architect. Polishing and

Varnishing – General Holes and indentations on surface shall be filled with putty made of

whiting and linseed oil. Surface shall be given a coat of filler made of 2.25 kg of whiting in

1.5 liters of methylated spirit. .

When it dries, surfaces shall be rubbed down perfectly smooth with sand paper again and

wiped clean Melamine Polishing. Polish shall be of an approved make, confirming to IS 346.If

it is to be prepared on site, the polish shall have methylated spirit without heating. Pigment may

be mixed to obtain required shade. The pad, made from clean fine cotton cloth and cotton wool

shall be used to apply polish. The pad shall be moistened with polish and rubbed hard on the

surface applying the polish sparingly but uniformly and completely over the entire surface.

Another coat shall be applied in the same way after the first coat has dried sufficiently.

Finishing coats shall be sprayed on the surface in 2 coats or as required till the architect is

satisfied with the result, using melamine polish of approved make. Application of extra coats

shall not charged extra each 10 40 000 400000

18 of 22

S.No. Description Unit. Quantity Rate Amount

1 2 3 4 5 6

20 Providing and fixing of Reception desk made out of commercial ply box , carcase & skirting in

marine ply +304 grade brush finish stainlees steel sheet witout joint in single peice. all visible

sides, top will be cladded with 12mm thick solid acrylic & brush finish stainless steel sheet of

304 grade stainlees steel sheet as per detail drawing. Cost to include all necessary hardware,

wire managers of approved makes. The products should be as per BIFMA standards. complete

as per the approved sample/image/ shop drawing and as per the direction of Architect &

Engineer-In-Charge.

2100x900x750/1050 each 1 1 25 000 125000

21 Reception Back Unit : Providing and fixing of modular drawer storage made of 18mm thick

three layer pre-laminated particle board of grade II Type III of IS 12823 designation PLB 23 of

approve decorative color laminate in swede/matt finish on front. The 30mm thick drawer top

would be made with 18mm thick MDF board & finished with 12mm thick solid acrylic as per

sample approved by architect, back and side panels including the drawer fasicas is made out

Pre-laminated particle board of grade II Type IIII of IS 12823 of 18mm thickness , edges dully

sealed with pvc edge beading . Drawers would be made with Push to open soft close drawer

slides of approved make as per specs, and Front multi purpose lock. complete storage made of

18mm thick prelaminated particle board or MDF. Complete storage shall be have knock down

system . all flat edges duly sealed with 2mm thick machine pasted PVC beading. The products

should be as per BIFMA standards.The boards used sholud meet international standards of

quality and safety, indian standard IS 12823 grade II should meet long time loadbending ,

screw - withdrawl strength and moudulus rupture and modulus of elasticity bending test as per

IS 2380 (Part 4 ,Part 13 and Part 14). complete as per the approved sample/image/ shop

drawing and as per the direction of Architect & Engineer-In-Charge.

2100x450x900 each 1 35 000 35000

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S.No. Description Unit. Quantity Rate Amount

1 2 3 4 5 6

22 TV Console with study table : Providing and fixing of modular TV console with study table

made of 18mm thick three layer pre-laminated particle board of grade II Type III of IS 12823

designation PLB 23 of approve decorative color laminate in swede/matt finish on front. The

24mm thick top of the console would be made with 12mm thick MDF board & finished with

12mm thick solid acrylic as per sample approved by architect. Back and side panels including

the unit will be made out Pre-laminated particle board of grade II Type IIII of IS 12823 of

18mm thickness , edges dully sealed with pvc edge beading . Finger groove handels to be

carved in shutters top as per referance image & to be finished neatly with 2mm thick PVC edge

bending as per architects complete satisfaction, console will have swing shutters on soft closing

hinges with locking system. complete storage made of 18mm thick prelaminated particle board

or MDF. Complete storage shall be have knock down system . all flat edges duly sealed with

2mm thick machine pasted PVC beading. The products should be as per BIFMA standards.The

boards used sholud meet international standards of quality and safety, indian standard IS 12823

grade II should meet long time loadbending , screw - withdrawl strength and moudulus rupture

and modulus of elasticity bending test as per IS 2380 (Part 4 ,Part 13 and Part 14). complete as

per the approved sample/image/ shop drawing and as per the direction of Architect & Engineer-

In-Charge.

2400x450x750 each 10 39 000 390000

23 Providing and placing three seater sofa, inner frame, basic structure made of Marandi hard

wood and commercial ply frame with upholstery 40kg/m3 ,130mm thick of foam in seat and

32kg/m3 ,90 mm thick of foam in back , Back foam Leatherette tapestry with 1+/-.1 mm thick

and arms are made of Hard wood and commercial plywood and upholstered with foam 32kg /

m3 andsupport with base frame & legs which are made of SS 202 grade, Pipe dia 30mm X

30mm X 1.5 thk chrome finish with PVC shoe. Complete as per the approved sample/image/

shop drawing and as per the direction of Architect & Engineer-In-Charge.

1800x750x780 each 6 40 000 240000

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S.No. Description Unit. Quantity Rate Amount

1 2 3 4 5 6

24 Sofa Single Seater : Providing and placing single seater sofa, inner frame, basic structure

made of Marandi hard wood and commercial ply frame with upholstery 40kg/m3 ,130mm thick

of foam in seat and 32kg/m3 ,90 mm thick of foam in back , Back foam Leatherette tapestry

with 1+/-.1 mm thick and arms are made of Hard wood and commercial plywood and

upholstered with foam 32kg / m3 and support with base frame & legs which are made of SS

202 grade, Pipe dia 30mm X 30mm X 1.5 thk chrome finish with PVC shoe. Complete as per

the approved sample/image/ shop drawing and as per the direction of Architect & Engineer-In-

Charge.

800x750x780 each 2 15 000 30000

25 Cafe Table-1 : Providing and placing of modular cafe table, The 30mm thick table top would

be made with 18mm thick marine ply board & finished with 12mm thick solid acrylic & bottom

would be finish with white laminate as per sample approved by architect. Flat edges duly sealed

with same 12mm thick solid acrylic .The table shall have support with 304 grade stainless steel

understructure & single pole & 4 leg . The products should be as per BIFMA standards.The

boards used sholud meet international standards of quality and safety, indian standard IS 12823

grade II should meet long time loadbending , screw - withdrawl strength and moudulus rupture

and modulus of elasticity bending test as per IS 2380 (Part 4 ,Part 13 and Part 14).

900x900x750 each 34 15 000 510000

26 Admin Office Storages : Providing and fixing of modular storage made of 18mm thick three

layer pre-laminated particle board of grade II Type III of IS 12823 designation PLB 23 of

approve decorative color laminate in swede/matt finish on front. Opennable /swing door

storage with hindges, recessed handels and Front multi purpose lock , adjustable shlef for keep

file according to user comfortability . Distributed load capacity of shelf should be 35kg .

complete storage made of 18mm thick prelaminated particle board. .Complete storage shall be

have knock down system . all fat edges duly sealed with 0.8/1/2mm thick machine pasted PVC

beading. The products should be as per BIFMA standards. The boards used sholud meet

international standards of quality and safety, indian standard IS 12823 grade II should meet

long time loadbending , screw - withdrawl strength and moudulus rupture and modulus of

elasticity bending test as per IS 2380 (Part 4 ,Part 13 and Part 14)Complete as per the

approved sample/image/ shop drawing by supplier and as per the direction of Architect &

Engineer-In-Charge. sqft 165 1 500 247500

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S.No. Description Unit. Quantity Rate Amount

1 2 3 4 5 6

27 Wardrobe : Providing & Placing 2 Door Wardrobe. Carcass & shutter, shelf made of 18mm

thick pralamianted partical board . All exposed edges sealedwith 2mm thick PVC edge band of

matching colour of Reahu make . Back Panel made up of 9mm thick prelaminated partical

board. drawers with soft closing telescopic slides and lock. Provision of Hanger Rod , shutter

with spring loaded latch and lock. The products should be as per BIFMA standards. The boards

used sholud meet international standards of quality and safety, indian standard IS 12823 grade

II should meet long time loadbending , screw - withdrawl strength and moudulus rupture and

modulus of elasticity bending test as per IS 2380 (Part 4 ,Part 13 and Part 14).complete as per

the approved sample/image/ shop drawing by supplier and as per the direction of Architect &

Engineer-In-Charge. sqft 1100 1 800 1980000

28 Bed for Dormatories : Providing, Placing and fixing Bed. Outer Frame would be made with

CRCA pipe Dia. 28.5mm x 2mm thick welded with horizontal pipe size -25mm x25mm x 2mm

thick for support the top Ply & head rest side horizontal pipe height will be 2 inch more than

the leg side pipe. L- section will be provide around the plytop & which is support to mattress.

head rest to be covered with 25mm thick molded laminated ply. All structure will be welded

with MIG welding process and Top Ply is made of 18mm commercial Plywood. All steel

components should be powder coated 50-60micron thick. The product should be complete and

as per apprroved sample and as per the direction of Engineer-In-charge

900x1800x400 each 32 18 000 576000

Sub Total 14714288.00

Add 1% Contingencies 147143.00

Grand Total 14861431.00

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