an iso 9001 & 14001 company tender document blocks...

Signature of Contractor

AN ISO 9001 & 14001 COMPANY

e-TENDER No: ERO/MMD/

Tender for “Construction of G+3 at Kasidih, Adityapur & blocks at Saraikela (Norodih) under Pradhan Mantri Awas Yojana (Urban)” at Jamshedpur in the State of Jharkhand

Notice Inviting e-Tender (NIT), Bid Capacity, Special Instructions to Bidder for e-Tendering, Conditions of Contract (GCC)Form of Tender, Memorandum, Letter of Undertaking, Affidavit and Integrity Pact

ENGINEERING PROJECTS (INDIA) LIMITED

(A GOVT. OF INDIA ENTERPRISE)9th floor, 50, Chowringhee Road,

of 40


TENDER DOCUMENT

TENDER No: ERO/MMD/780/1108

Construction of 660 Dwelling units in 33 nosG+3 at Kasidih, Adityapur & 60 Dwelling units in 3 nos. blocksblocks at Saraikela (Norodih) under Pradhan Mantri Awas Yojana

mshedpur in the State of Jharkhand.

VOLUME – I

Tender (NIT), Bid Capacity, Special Instructions to Tendering, Instruction to Tenderer (ITT)

Conditions of Contract (GCC), Addendum to ITT, Bidder Information,Form of Tender, Memorandum, Letter of Undertaking, Proforma

and Integrity Pact.

ENGINEERING PROJECTS (INDIA) LIMITED (A GOVT. OF INDIA ENTERPRISE)

floor, 50, Chowringhee Road, Kolkata – 700 071

EPIL

in 33 nos blocks of blocks of G+3

blocks at Saraikela (Norodih) under Pradhan Mantri Awas Yojana

Tender (NIT), Bid Capacity, Special Instructions to & General

Bidder Information, Proforma for

Signature of Contractor of 40 EPIL

INDEX

Sl.

No. Description

Page

No.

No. of

Pages

1. Notice Inviting e-Tender (NIT). 3-12 10

2. Bid Capacity. 13-14 02

3. Special Instructions to Bidders for e-Tendering. 15-24 10

4. Instruction to Tenderer & GCC. Attached in

Annexure-VI

5. Addendum to ITT. 26 01

6. Bidder Information. 27-28 02

7. Form of Tender. 29-30 02

8. Memorandum. 31-32 02

9. Letter of Undertaking. 33 01

10. Proforma for Affidavit. 34 01

11. Proforma for Integrity-Pact. 35-40 06


ENGINEERING PROJECTS (INDIA) LTD. (A. Govt. of India Enterprise)

ERO-Kolkata

NOTICE INVITING e-TENDER (NIT)

NIT No.: ERO/MMD/780/1108 Date: 06.06.2019

Tender for “Construction of 660 Dwelling units in 33 nos. blocks of G+3 at Kasidih, Adityapur & 60 Dwelling units in 3 nos. blocks of G+3 blocks at Saraikela (Norodih) under Pradhan Mantri Awas Yojana (Urban)” at Jamshedpur in the State of Jharkhand.

1.0 Engineering Projects (India) Ltd. (EPI) invites online Percentage Rate Tender in Single

Stage Two Envelope system (Technical Bid & Price Bid) through e-Tendering for

“Construction of 660 Dwelling units in 33 nos of G+3 blocks at Kasidih, Adityapur

& 60 Dwelling units in 3 nos. of G+3 blocks at Saraikela (Norodih) under Pradhan

Mantri Awas Yojana (Urban).” at Jamshedpur in the State of Jharkhand.” at

Jamshedpur in the State of Jharkhand from the eligible Contractors / Firms who fulfil the

eligibility criteria as per the brief Scope of Work of for the following works.

Sl.

No Name of Work Estimated Cost

Earnest Money

Deposit (EMD) Completion Period

1.

Construction of 660

Dwelling units in 33 nos

blocks of G+3 at Kasidih,

Adityapur & 60 Dwelling

units in 3 nos. blocks of

G+3 at Saraikela (Norodih)

under Pradhan Mantri Awas

Yojana (Urban).” at

Jamshedpur in the State of

Jharkhand.

Rs. 40,58,97,234.00 Rs. 50,58,973.00

Fifteen (15) months

which shall be

reckoned from the

7th day from the

date of issue of LOI.

� The Estimated Cost is inclusive of GST.

Scope of Work

The brief scope of work in this Tender shall include (but not limited to) “Construction of 660 Dwelling units in 33 nos blocks of G+3 at Kasidih, Adityapur & 60 Dwelling units in 3 nos. blocks of G+3 at Saraikela (Norodih) under Pradhan Mantri Awas Yojana (Urban)” at


Jamshedpur in the State of Jharkhand including Civil, Electrical, Plumbing & Sanitary and other allied works as per the following:

i. Water Supply and Sanitation (Internal as well as External) including overhead water tanks over roof top and sump at the ground level.

ii. Strom water drainage. iii. Rainwater harvesting structures. iv. Internal roads. v. Landscaping with provision of park etc. vi. Development of vehicle parking area. vii. Barbed wire fencing.

Apart from above, any other services required for completeness of the Project and as per direction of EPI are deemed to be included in the scope of work. The work is to be carried out on percentage rate basis as per bill of quantities and tender conditions.

Project site Information

Location : Jamshedpur, Jharkhand.

Near Railway Station : Tatanagar (Approx 20 km)

Nearest Airport : Ranchi (Approx 130 km)

Time schedule of Tender activities:

(i) Last Date & Time for Downloading of tender documents: 27.06.2019 Upto 12.00 PM. (ii) Last Date & Time of online submission of Tenders: on or before 28.06.2019 Upto 03.00

PM. (iii) Date & Time of submission of documents in physical form (as per NIT Clause No. 7):

28.06.2019 Upto 3.30 PM. (iv) Date & Time of online opening of Tender (Techno-Commercial Bid): 28.06.2019 at

04.00 PM. (v) Pre bid Meeting on 13.06.2019 at 02.30 PM

Venue: Engineering Projects (I) Ltd. 50, Chowringhee Road, 9th floor, Kolkata - 700 071. 2.0 Qualification Criteria:

Bidders who fulfill the following requirements are eligible to participate in this Tender. The Joint

Ventures are not accepted.

a) The bidders must have experience of having successfully completed / substantially

completed following “similar works” during the last seven (7) years ending last day of

the month previous to the one in which applications invited should be either of the

following:


Three similar works, each costing minimum FORTY PERCENT (40%) of the Estimated Cost put to the tender.

OR

Two similar works, each costing minimum SIXTY PERCENT (60%) of the Estimated

cost put to the tender.

OR

One similar work costing minimum EIGHTY PERCENT (80%) of the estimated cost put

to the tender.

Similar works shall means “RCC Framed Housing Project or Building works with

minimum (G+3) structure including Infrastructural Development works.

The experience certificate in this regard should be issued by officer not below the rank

of Executive Engineer / Project Manager / Unit Officer.

b) The substantially completed works shall be the works where at least ninety percent

(90%) billing of total awarded value has been achieved. The certified bill value of work

by client/certificate issued from client shall form the basis of evaluation.

c) For evaluation purpose, the completion cost of works mentioned in the Completion

Certificate shall be enhanced by Seven Percent (7%) per annum till the end of month

prior to date of NIT. The cost of free issue materials shall not be included in the

completion cost of works.

d) Should have had average annual financial turnover amounting at least Fifty percent

(50%) of the estimated cost of the work during the last three consecutive financial

years ending in 31.03.2018 duly certified by a Chartered Accountant.

e) Should not have incurred any loss in more than two years during the immediate last

five consecutive financial years, ending 31.03.2018, Audited copies of balance sheet,

statement of profit & loss and certificate from Chartered Accountant for respective

financial years to be submitted.

f) Should have a solvency of forty percent (40%) of estimated cost issued by their

bankers. The Solvency certificate should not have been issued earlier than 6 (Six)

months of last date of submission of tender.

g) Should have valid PAN (Permanent Account Number of Income Tax) & GST

Registration no. (Copies of documentary evidence to be submitted).


h) Should have valid PF Registration number in the state of Jharkhand. It is also desired

that bidder should have valid GST Registration number in the State of Jharkhand. In

case the bidder does not have valid PF Registration number and GST registration

number (in the State of Jharkhand), the same shall be obtained by the successful

bidder within one month from the date of LOI.

i) Bidding Capacity: The bidding capacity of the bidder should be equal to or more than

the estimated cost of the work put to Tender. The bidding capacity shall be worked out

by the following formula:

Bidding Capacity = [A x N x 2] – B Where,

A = Maximum value of construction works executed in any one year during the last five years taking into account the Completed as well as works in progress ending last day of the month previous to the one in which applications invited.

N = Number of years prescribed for completion of job for which bids have been invited. B = Value of existing commitments and ongoing works to be completed during the period of

completion of work for which bids have been invited.

The Tenderers are requested to furnish the existing commitments on works under execution along with stipulated period for completion of remaining each of the work in an affidavit on a non-judicial stamp paper for a value of Rs. 100/- as per the Proforma in Annexure –A (enclosed).

j) Bidders who intend to get exemption from submission of Tender fee and EMD shall

submit confirmation letter whether they are registered under MSME Act or not and if

yes, then relevant copies of the registration letter (Registered under single point

registration scheme of NSIC, Govt. of India, Ministry of MSME, New Delhi) vide

Gazette Notification dated 26.03.2012 along with the form of Memorandum-2 (with the

concerned DIC) certificate in the appropriate category and limit as applicable under the

present tender to be enclosed in Technical Bid and a request letter for exemption from

submission of Tender fee and EMD.

It is to be noted that, in the absence of requisite supporting documents the benefit shall

not be extended and in such cases if the offer is received without requisite Tender Fee

and EMD, the Bid will be rejected.

k) The experience certificates issued by Government Organizations / Semi Government

Organizations / State Government Public Works Department / Central Government /

Public Sector Undertakings / Autonomous Bodies/ Municipal Bodies eligible of the

Public Limited Companies / Non Government Organizations shall be accepted listed on

BSE/NSE and Private Party shall be accepted for assessing the eligibility of tender.

However, the certificates issued by a Public Limited Company & Private Party / Non


Governmental Organizations must be supported by TDS certificates/Turnover

Certificate from Chattered Accountant in support of value of work done by the bidder.

Relevant Experience certificates and other documents as mentioned above fulfill the

qualifying criteria duly self attested by the tenderer shall be shall be uploaded on online

submission, The Completion certificate from Clients shall be in the name of the

company who is submitting the tender. The bidder has to produce original documents

for verification at the time of opening of tender or as and when demanded. The tender

of any bidder shall be rejected if on detailed scrutiny, documents submitted along with

the tender are found to be unsatisfactory. The decision of EPI in this regard shall be

final and binding on the bidder.

EPI reserves its right to take appropriate action including disqualification of tenderer(s) as may be deemed fit and proper by EPI at any time without giving any notice to the Bidder in this regard. The decision of EPI in the matter of disqualification shall be final and binding on the Bidders. Site visit for the subject Tender is mandatory followed by Pre Bid meeting at EPI, Kolkata office. The bidder shall visit the site to study / access the Tendered work and also acquaint themselves of the prevailing local conditions before submitting their bid. Bidders have to enclose a certificate countersigned by EPI official or furnish undertaking for having visited the site.

2.1 Notwithstanding anything stated above, EPI reserves the right to assess the bidder’s

capability and capacity to perform the contract satisfactorily before deciding on award

of contract, should circumstances warrant such an assessment in the overall interest of

EPI.

Bidders to use as much as possible the material / services from MSME. The

credentials of the Bidders shall be verified and if required inspection of the works

executed by the bidders to be carried out by EPI and in case found not satisfactory,

their bid will be considered non-responsive and rejected.

3.0 Tender documents comprising of the following are available on the website of EPI:

www.engineeringprojects.com, CPP Portal: www.eprocure.gov.in and as well as on e-

procurement portal https://www.mstcecommerce.com/eprochome/epil

3.1 Volume – I:

Notice Inviting e-Tender (NIT), Bid Capacity, Special Instructions to Bidder for e-Tendering, Instruction to Tenderer (ITT) & General Conditions of Contract (GCC), Addendum to ITT, Bidder Information, Form of Tender, Memorandum, Letter of Undertaking, Proforma for Affidavit, and Integrity Pact.

3.2 Volume – II:


Additional Conditions of Contract (ACC), Technical Specifications, List of Approved

Make, Tender Drawings.

3.3 Volume – III:

Bill of Quantity cum Quoting Sheet.

4.0 In order to participate, the bidder should have Digital Signature Certificate (DSC) from

one of the authorized Certifying Authorities.

5.0 Interested bidders have to necessarily register themselves on the e-procurement portal

https://www.mstcecommerce.com/eprochome/epil to participate in the bidding under this

invitation for bids. It shall be the sole responsibility of the interested bidders to get

themselves registered at the aforesaid portal.

They may obtain further information regarding this tender from GGM (MMD) at the address

given at Clause No. 21.0 below from 10:00 hours to 17:00 hours on all working days till the last

date of online submission of Bidding Documents.

For proper uploading of the bids on the portal namely

https://www.mstcecommerce.com/eprochome/epil (hereinafter referred to as the ‘portal’), it shall

be the sole responsibility of the bidders to apprise themselves adequately regarding all the

relevant procedures and provisions as detailed at the portal directly, as and when required, for

which contact details are mentioned above. EPI in no case shall be responsible for any issues

related to timely or properly uploading/submission of the bid in accordance with the relevant

provisions of Section Instruction to Bidders of the Bidding Documents.

6.0 Bidders can download the bid document from the portal without paying document fee in

advance, any time from 17:00 Hrs 06.06.2019. However, interested bidders have to pay

tender fees for participating in the tendering and submitting the bid. For this purpose the

interested bidders shall be required to pay Rs 25,000/- (Rupees Twenty Five Thousand

only) plus GST @ 18% (i.e. Rs. 29,500/-) as non-refundable document fees in the form

of Demand Draft in favour of “Engineering Projects (India) Ltd.” payable at Kolkata.

However, tenders submitted without or insufficient tender fees shall be rejected.

The GSTIN of EPI for Kolkata is 19AAACE0061C1ZA.

7.0 E-Bids must be submitted/uploaded along with scanned copies of relevant documents

pertaining to Clause no 2 of NIT and Clause no. 3 of “Addendum to Instruction to

Tenderers” duly attested by Gezetted Office not below the rank of Executive Engineer or

equivalent or Notary Public fulfilling the qualifying criteria under Single Stage Two

Envelope bidding procedure on the MSTC portal on or before last date & time of online


bid submission.

Late bids will not be accepted. Under the above procedure, only first envelope

(Technical Part) shall be opened in the presence of the bidder’s representatives who

choose to attend in person at the address given below on scheduled date & time of bid

opening or may be viewed by the bidders by logging in to the portal as per features

available to them. Second Envelope i.e. Price part shall be opened for technically

qualified bidders.

The bid must be accompanied by an Earnest Money Deposit (EMD) of

Rs. 50,58,973.00 (Rupees Fifty Lacs Fifty Eight Thousand Nine Hundred and Seventy Three

Only). This can be either in the form of Crossed Demand Draft or Pay Order of any Nationalized

Bank/Scheduled Bank for the full amount of EMD payable favouring “Engineering Projects

(India) Ltd.”, payable at Kolkata or in the form of Bank Guarantee of any Nationalized

Bank/Scheduled Banks, in accordance with the prescribed Performa, favouring “Engineering

Projects (India) Ltd.”. The EMD shall be valid for minimum period of 150 days (One Hundred

Fifty days) from the last day of submission of tender. Tenders submitted without EMD or

inadequate amount of EMD shall be rejected.

(a) Hard copies of Tender Fee & EMD in Original, Letter of Undertaking (in Original), Power of Attorney (in Original), documentary evidence with regard to registration with NSIC for waiver of Tender fee & EMD waiver (in Original), Proforma for Affidavit duly signed and stamped (in Original), Proforma for Integrity-Pact duly signed and stamped (in Original) shall be submitted as per time schedule mentioned in the clause no. 1.0 of NIT at the address given in Clause No. 21.0 below.

The envelope shall bear (the name of the work), the Tender number and the words “DO NOT OPEN BEFORE (due date & time). If the above documents are not received in time then their offer shall not be considered and EPI shall not be responsible for any postal delay in respect of submission of hard copy part of the bids.

The bidder should also upload the scanned copies of all the above mentioned original documents as Bid Annexure during Online Bid-Submission in addition to PQ documents listed in NIT clause, complete tender documents as in vol-I & II duly signed and stamped.

8.0 The Terms & Conditions contained in this NIT and tender documents shall be applicable.

In case of any unscheduled holiday taken place on the last day of issue of

tender/submission of tender, the next working day will be treated as scheduled day and

time for issue/submission of Tender.

9.0 The corrigendum or addendum, extension, cancellation of this NIT, if any, shall be


hosted on the EPI’s website/ CPP portal as well as on e-procurement portal

https://www.mstcecommerce.com/eprochome/epil. The bidders are required to check

these websites regularly for this purpose, to take into account before submission of

tender. All Corrigendum and Addendum are to be uploaded / submitted duly signed

&stamped with tender documents as bid Annexure.

10.0 All corrigendum and Addendum shall be part of the tender document and are to be

submitted duly signed and stamped by tenderer. Even if tenderer fails to submit

corrigendum and addendum duly signed by him, it will be deemed that the tenderer have

gone through such corrigendum / addendum, if any, and no claim shall be entertained by

EPI on account of any omission / error on his part.

11.0 The price bid of those bidders whose bid has been technically accepted on the basis of

documents submitted shall be opened with prior intimation to them. However, it is made

clear that the offer of the L-1 bidder shall be accepted subject to the confirmation of

authenticity of the PQ documents/BG from the concerned department/bank.

12.0 EPI reserves the right to accept any tender or ask clarifications or reject any or all

tenders or annul this tendering process without assigning any reason and liability

whatsoever and to re-invite the tender at its sole discretion at any stage.

13.0 EPI reserves the right to extend the date of submission of the tender or cancel the

Tender or accept any tender or reject any or all tenders or split the work of tender or

annul this tendering process without assigning any reason and liability whatsoever and

to re-invite the tender at its sole discretion.

14.0 In case of tie-tender, where two firms are bidding lowest, EPI reserves the right to split

the work among these bidders and / or EPI will reserve the right to award the tender to

any one of such bidder.

15.0 It is the responsibility of the Bidder to ensure that their Bid document shall reach the

designated office within the stipulated date and time. In case the Bid document is sent

by post or by courier, the time and date of depositing the Bid document at the office shall

have to be countersigned by a responsible officer of the office. Engineering Projects

(India) Limited, Kolkata will not undertake any responsibility whatsoever for postal delay

in process of submission of Bid.

16.0 The Bidder is expected to examine all instructions, forms, terms and specifications in

the bidding documents. Failure to furnish all information required by the bidding

documents or submission of a bid not substantially responsive to the bidding documents

in every respect will be at the bidder’s risk and may result in the rejection of its bid.


17.0 Bidder’s Confirmation

Bidder confirms that they have read and understood and have copies of the ‘Tender Documents’ and have visited the site and their offer will be based on the ‘tender Documents’ and caters to all the works, requirements, etc. thereof. All corrections / cuttings are to be signed by the bidder.

FALSE STATEMENT

In case any of the credentials are provided to false/ fabricated, not only tender will be rejected

but EMD shall also be forfeited and action shall be initiated to debar the bidder for future

participation in EPI tender.

In case, at a later stage, it is found that the Bidder has submitted incorrect, false details and

credentials resulting in apprehensions on the capabilities of Bidder with regard to quality &

timely completion of works, financial capabilities etc. EPI can terminate this agreement solely at

their option. In this eventuality the Bidder shall be liable for the losses suffered by EPI / JUIDCO

Ltd. and the Bidder shall have no claim on EPI / JUIDCO Ltd., whatsoever.

The tender / bid of any tenderer/bidder shall be rejected if in the detailed scrutiny documents

submitted along with the tender/bid are found to be unsatisfactory / forged. The decision of EPI

in this regard shall be final and binding on the tenderer/bidder.

No bidder will be allowed at anytime on any ground whatsoever, to claim revision of or

modification in the rates quoted by him. The representation of the bidder that computation /

typographical or clerical error etc. has been committed in the bid and request for reversion on

such plea shall not be entertained after opening of the bid.

18.0 Validity of Tender

The Tender for the works shall remain open for acceptance for a period of Ninety (90) days from

the date of opening of Price Bid of Tenders. The earnest money will be forfeited without any

prejudice to any right or remedy, in case the Bidder withdraws his Tender during the validity

period or in case he changes his offer to his benefits, which are not acceptable to EPI. The

validity period may be extended on mutual consent.

19.0 Contract Agreement

The Bidder shall enter into a Contract Agreement with EPI within 10 days of the date of

Letter of Intent or within such extended time, as may be granted by EPI. The cost of

stamp papers, stamp duty, registration, if applicable on the contract, shall be borne by

the Bidder. In case, the Bidder does not sign the agreement as above or does not

startthe job within 07 days of the issue of Letter Of Intent, his earnest money is liable to


be forfeited and letter of intent consequently will stand withdrawn.

20.0 The Integrity Pact shall be typed or written in indelible ink, shall be signed sealed by the

bidder or authorized representative and submitted along with Technical Bid.

21.0 All correspondence with regard to the above shall be to the following address (By Post/

In Person):

Group General Manager (MMD) Engineering Projects (India) Ltd. 9th Floor, 50 Chowringhee Road Kolkata-700 071 Phone: +91 33 2282 4426 / 29 Fax: +91 33 2282 4428 Email Id: [email protected]

Contact details for site related / Technical Queries / site visit:

Shri Jivesh Kumar (Sr. Manager)

M: 7070099982

Engineering Projects (I) Limited

Jamshedpur Site office

For more information on EPI, visit our website at: http://www.engineeringprojects.com. For more information on the e-tender visit website e-procurement portal https://www.mstcecommerce.com/eprochome/epil GGM (MMD) Date: 06.06.2019


BID CAPACITY

NAME OF THE WORK: “Construction of 660 Dwelling units in 33 nos blocks of G+3 at Kasidih, Adityapur & 60 Dwelling units in 3 nos. blocks of G+3 at Saraikela (Norodih) under Pradhan Mantri Awas Yojana (Urban)” at Jamshedpur in the State of Jharkhand.

NIT No: ERO/MMD/780/1108 dtd. 06.06.2019

ESTIMATED COST: Rs. 50,58,973.00

Bid Capacity: The bidding capacity of the tenderer should be equal to or more than the estimated cost of the job put to Tender. The bidding capacity shall be worked out by the following formula:

Bidding Capacity = [ A x N x 2] – B Where, A = Maximum value of job executed in any one year during the last five years taking into account the Completed as well as works in progress ending last day of the month previous to the one in which applications invited. N = Number of years prescribed for completion of supply job for which bids have been invited. B = Value of existing commitments and ongoing job to be completed during the period of completion of job for which bids have been invited (Format Enclosed). BID CAPACITY CALCULATION BY BIDDER SIGN & STAMP OF BIDDER


Annexure-A AFFIDAVIT

(To be typed on Rs. 100/- non-judicial stamp paper) I/We …………………..aged ……years, son of ……………do hereby solemnly affirm and declare as follows for and on behalf of the Firm: LIST OF EXISTING COMMITMENT AND ONGOING WORKS

Sr.No.

Name of Works

Client Name & Address

Work Order value (in Rs.)

Work Executed till date (Rs.)

Balance Amount of work to be completed (Rs.)

Balance period to complete the works (Total months)

Work to be completed during Fifteen months (Rs.)

(4 – 5)

1 2 3 4 5 6 7 8 Balance Commitments during Completion period (15 months) of works as per NIT.

It is certify that the above particulars furnished are true and correct. If any information given is found to be concealed at a later date, the Contract will be terminated forthwith without prejudice to the rights thereon consequent on termination and the bidder will be blacklisted. I/ We agree for debarring tendering for one year if any facts are suppressed.

SIGN AND STAMP OF BIDDER Signature of Notary Public


Special Instructions to Bidders for e-Tendering. 1.0 Preparation and Submission of Bids 1.1 Format and Signing of BID 1.1.1 The Bidder shall provide all the information sought under this tender. The Employer will

evaluate only those BIDs that are received online in the required formats and complete in all respects and Bid Security, document fee etc. received in hard copies.

1.1.2 The BID shall be typed and signed in indelible blue ink by the authorized signatory of the

Bidder. All the alterations, omissions, additions or any other amendments made to the BID shall be initialed by the person(s) signing the BID.

1.2 Documents comprising Technical and Financial BID 1.2.1 The Bidder shall submit the Technical BID & Financial Bid online through procurement

portal https://www.mstcecommerce.com/eprochome/epil. Comprising of the following documents along with supporting documents as appropriate:

TECHNICAL BID.

a. Scanned copies of supporting certificates / documents pertaining to Clause no 2 of NIT

and Clause no. 3 of “ Addendum to Instruction to Tenderers” b. Signed and stamped copy of tender document. c. EMD Rs. 50,58,973.00 (Rupees Fifty Lac Fifty Eight Thousand Nine Hundred and

Seventy Three Only) in the form of a Bank Guarantee/Demand Draft. d. Original copy of the Tender Fee of Rs. 25,000/- (Rupees Twenty Five Thousand only)

plus GST @ 18% (i.e. Rs. 29,500/- ) in form of Demand Draft. e. Any other document as stipulated above and in “Tender Documents” duly signed and

stamped. f. Documentary evidence with regard to registration with NSIC for waiver of Tender fee &

EMD waiver. FINANCIAL BID g. Vol- III (Quoting Sheet & BOQ) duly signed and stamped.

1.3 The Bidder shall submit the following documents physically: Offline Submissions: The bidder is requested to submit the following documents offline to the under mentioned address before the start of Public Online Tender Opening Event in a Sealed Envelope. Group General Manager (MMD) Engineering Projects (India) Ltd. 9th Floor, 50 Chowringhee Road Kolkata-700 071


The envelope shall bear (the project name), the tender number and the words ‘DO NOT OPEN BEFORE’ (due date & time). (a) Original Power of Attorney for signing the bid

(b) Original copy of the Tender Fee of Rs. 25,000/- (Rupees Twenty Five Thousand only)

plus GST @ 18% (i.e. Rs. 29,500-) in form of Demand Draft.

(c) Original copy of the EMD 50,58,973.00 (Rupees Fifty Lac Fifty Eight Thousand Nine

Hundred and Seventy Three Only) in the form of a Bank Guarantee/Demand Draft.

(d) Original copy of Power of Attorney to sign the Tender documents.

(e) Documentary evidence with regard to registration with NSIC / MSME as mentioned in

Clause No.2 (j) of NIT for tender fees & EMD waiver.

(f) Proforma for Affidavit duly signed and stamped (in Original)

(g) Proforma for Integrity-Pact duly signed and stamped (in Original)

(h) Letter of Undertaking duly signed and stamped (in Original)

The documents listed above shall be placed in an envelope, which shall be sealed. The envelope shall clearly bear the identification “Tender for Construction of 660 Dwelling units in 33 nos blocks of G+3 at Kasidih, Adityapur & 60 Dwelling units in 3 nos. blocks of G+3 at Saraikela (Norodih) under Pradhan Mantri Awas Yojana (Urban)” at Jamshedpur in the State of Jharkhand.” and shall clearly indicate the name and address of the Bidder. In addition, the BID Due Date should be indicated on the right hand top corner of the envelope. 1.3.1 The envelope shall be addressed to the following officer and shall be submitted at the

respective address:

ATTN. OF DESIGNATION GGM (MMD)

ADDRESS: Engineering Projects India Limited 50, Chowringhee, Kolkata -700071

E-MAIL ADDRESS [email protected]

If the envelopes is not sealed and marked as instructed above, the Employer assumes no responsibility for the misplacement or premature opening of the contents of the BID submitted and consequent losses, if any, suffered by the Bidder. 1.4 Bids submitted by fax, telex, telegram or e-mail shall not be entertained and shall be

summarily rejected. 1.5 BID Due Date Technical & Financial BID comprising of the documents listed at clause 1.2 of the tender shall be submitted online through e-procurement portal https://www.mstcecommerce.com/eprochome/epil on or before the date mentioned in data


sheet. Documents listed at clause 1.3 of the TENDER shall be physically submitted on the date mentioned in data sheet at the address provided in Clause 1.3.1 in the manner and form as detailed in this TENDER. A receipt thereof should be obtained from the person specified at Clause 1.3 1.6 Late Bids E-procurement portal https://www.mstcecommerce.com/eprochome/epil. shall not allow submission of any Bid after the prescribed date and time at clause 1.5. Physical receipt of documents listed at clause 1.3 of the TENDER after the prescribed date and time at clause 1.5 shall not be considered and the bid shall be summarily rejected. Note: 1) The Bidder should also upload the scanned copies of all the above mentioned original

documents as Bid-Annexures during Online Bid-Submission in addition to PQ documents listed in NIT Clause.

2) Bidders are required to pay applicable bidding fees on line at the time of bid submission.

2.0 BIDDER’S GUIDE FOR EPIL PORTAL: 2.1 Use browser to go to https://www.mstcecommerce.com/eprochome/EPIL

Digital Signatures

To login into the portal both Users (EPIL Officials) and Bidders will require a Class 2 or 3 Digital Signature. Bidders should have at least Signing type Digital Signatures. A digital signature can be obtained from any Certifying Authority (CA) as per the List of CAs issued by Controller of Certifying Authorities, Ministry of Electronics and Information Technology. The list is available at http://www.cca.gov.in/cca/?q=licensed_ca.html.


The list is as under: 1. Safescrypt

2. IDRBT

3. National Informatics Centre

4. TCS

5. GNFC

6. e Mudhra CA

7. CDAC CA

8. Capricorn CA

9. NSDL e-Gov CA

System Settings

1) This portal is compatible with multiple browsers (Google Chrome, Mozilla Firefox, Internet

Explorer, Opera etc.).

2) On the system where this portal is being used, the user may open the portal and click on

Install Components button on the left side as shown below:

1. On clicking the button, a new window will open as shown below:


2. In this window, please save the MSTCSIGNER28082018_v2.exe file and install it.

3. Additionally, please click on Add to chrome button, to add the chrome extension, as

shown below:

For other browsers please install the extension as applicable.

2.2 On the right side of the page click on Register as a Vendor:

2.3 Fill the form that appears to create username and password.


2.4 Once the registration is done, login with your user name and password:

2.5 System will ask you to verify your digital signature

2.6 Press Ok and select your digital signature from the List:

\

2.7 Your digital signature will be verified


2.8 Once login is complete, a bidder can access My Menu through the left side of the page:

2.9 Here click on Download NIT/Corrigendum button to download the NIT/ Corrigendum.

Select Event number and click on download to download the files:

2.10 To submit the bid a bidder can proceed to Bid Floor through the left side My menu. In

Bid Floor click on live events to view a list of Live events. In live events select the tender

number where you wish to submit a bid.

2.11 On clicking the event number, if the bidder has not paid transaction fee, system will

prompt them to pay the transaction fee. They can pay the transaction fee by going to


Transaction Fee payment link in their login, and pay the same through online payment

(debit card, credit card, net banking etc) or RTGS/NEFT (Challan).

2.12 Tender can be of multiple types with price bid uploading in Excel or Technical-Price type.

The bid floor for each type of event will change automatically.

On clicking the tender number one of the following screens will appear: For 2 cover with price bid in excel

E-Tender Technical Cum Price Bid

2.13 For each type of event the event details including start time and close time the details

will be given on the top of the page.


2.14 To submit the tender the bidder has to start from top left and submit the details one by

one.

2.15 For 2 cover with price bid in excel, the bidder has to submit technical bid, by filling the

details and clicking the save button.

a) After the technical bid is saved, a bidder can proceed to uploading documents through

the link upload docs:

b) Please note that under no circumstance the price bid excel has to be uploaded here.

c) After the documents have been uploaded, the bidder can click on download excel to

download the excel format.

d) Fill up the excel sheet as per the details given therein and tender document.

e) To upload the filled up excel click on Upload Price Button, click on browse to select the

file and then click on Upload and Save encrypt file.


f) The bidder can then click on final submit to finally submit the bid. In case of any

amendments after final submit, click on delete bid button to delete the techno-

commercial and price bids and resubmit the same. Please note that at the end the bid

must be final submit, otherwise the same will not be considered.

2.16 For E-Tender Technical Cum Price Bid:

a. In the manner similar to above the bidder has to fill up Common terms, then

press save button to submit.

b. Then the bidder has to upload documents as per the list shown therein.

c. Once the documents are uploaded the bidder has to submit the Technical and

Price bids.

d. The bidder can then click on final submit to finally submit the bid. In case of any

amendments after final submit, click on delete bid button to delete the techno-

commercial and price bids and resubmit the same. Please note that at the end

the bid must be final submit, otherwise the same will not be considered.

Bidder’s may note that in each case using the Delete bid button will only delete the bids and then the bidder can resubmit upload tender closing time. Using the withdraw button the bid will be withdrawn and the bidder will not be allowed to submit any further bid in that event. For any assistance regarding the Tender Document and/or term and conditions the bidders may contact at EPIL:


Instruction to Tenderer (ITT)

&

General Conditions of Contract (GCC)

Attached in Annexure-VI

(To be downloaded by the Bidders and submitted along with Tender

documents duly signed and stamped in all pages.)


Addendum to ITT

1.0 CLAUSE NO. 1.0 of Instructions to Tenderers stands amended as below:

Mode of submission of tender is through e-Bids only. Kindly refer “Special Instructions to Bidders for e-Tendering” for downloading & uploading of tender documents as per NIT. 2.0 CLAUSE NO. 12.0 of Instructions to Tenderers stands amended as below: The time of completion of the entire work, as contained in contract shall be as mentioned in “Memorandum” to “Form of Tender”. 3.0 CLAUSE NO. 19 modified as below:

Tenderer shall submit duly stamped & signed scan copy of following documents online: a) List of works executed during the last 7 years indicating name of the Client, value, date

of start and completion.

b) List of works under execution indicating name of the Client, Total Contract value, value

of balance work in hand, date of start and completion.

c) Details of similar works executed.

d) Audited balance sheets and profit and loss accounts along with schedules for the last 5

years ending in 31.03.2018.

e) Copy of latest Income Tax returns filed along with PAN.

f) Details of manpower available.

g) Details of equipments, tools & plant available.

h) Credentials and completion certificates.

i) Registration Certificate/Memorandum and Articles of Association/Partnership Deed/

Affidavit.

j) Copy of Provident Fund number allotted by PF Authorities.

k) Copy of letters of registration with various authorities like CPWD, State PWD, MES and

Public Sector Undertakings, etc.

l) Latest Solvency certificate from Nationalized / Scheduled Bank.

m) GSTIN Registration Certificate.

n) Any other document as stipulated above and in “Tender Documents”


Annexure-I

Bidder Information

Company Name*

Make / Brand*

Registration Number*

Registered Address*

Name of Partners/Directors

Bidder type* Indian/Foreign

City*

State*

Country*

Postal code*

PAN/TAN / Number* (PAN/TAN number must have 10 characters .e.g. AESTG2458A) For bidders who do not have PAN/TAN number may enter TEMPZ9999as the PAN/TAN number.

GSTIN Registration Number*

Company’s Establishment Year

Company’s Nature of business*

Company’s Legal status* Limited company/ Undertaking/Joint venture/Partnership/others


Company Category* Micro unit as per MSME/ Small unit as per MSME/ Medium unit as per MSME/ Ancillary unit/Project of affected person of this company/SSI/others

Contact Details

Enter Company’s Contact Person Details

Title* Mr/Mrs/Dr/Shree/Ms

Contact person Name*

Date of Birth* (DD/MM/YYYY)

Correspondence Email* (Correspondence Email ID can be same as your Login ID. All The mail correspondence will be sent only to the Correspondence Email ID)

Designation

Phone* (Phone details eg:+91–xx-xxxxxxxx)

Mobile*

*Mandatory information (must be filled by the bidders)


Annexure-II FORM OF TENDER

To,

ENGINEERING PROJECTS (INDIA) LIMITED 50, Chowringhee Road Kolkata-700071

Ref.: TENDER FOR “Construction of 660 Dwelling units in 33 nos blocks of G+3

at Kasidih, Adityapur & 60 Dwelling units in 3 nos. blocks of G+3 blocks at Saraikela (Norodih) under Pradhan Mantri Awas Yojana (Urban) at Jamshedpur in the State of Jharkhand

NIT No. : ERO/MMD/780/1108 Date: 06.06.2019 1. I/We hereby tender for execution of work as mentioned in “Memorandum” to this “Form

of Tender” as per tender documents within the time schedule of completion of work as per separately signed and accepted rates in the Bill of Quantities quoted by me / us for the whole work in accordance with the Notice Inviting Tender, Conditions of Contract, Specifications of materials and workmanship, Bill of Quantities Drawings, Time Schedule for completion of jobs, and other documents and papers, all as detailed in tender documents.

2. It is agreed that the time stipulated for jobs and completion of works in all respects and

in different stages mentioned in the “Time Schedule for completion of jobs” and signed and accepted by me/us is the essence of the contract. I/We agree that in case of failure on my/our part to strictly observe the time of completion mentioned for jobs and the final completion of works in all respects according to the schedule set out in the said “Time Schedule for completion of jobs” and stipulations contained in the contract, the recovery shall be made from me/us as specified therein. In exceptional circumstances extension of time which shall always be in writing may, however be granted by EPI at its entire discretion for some items, and I/We agree that such extension of time will not be counted for the final completion of work as stipulated in the said “ Time schedule of completion of jobs”.

3. I/We agree to pay the Earnest Money, Security Deposit cum Performance Guarantee,

Retention Money and accept the terms and conditions as laid down in the “Memorandum” to this “Form of Tender”.

4. Should this tender be accepted, I/We agree to abide by and fulfill all terms and

conditions referred to above and as contained in tender documents elsewhere and in default thereof, allow EPI to forfeit and pay EPI, or its successors or its authorized nominees such sums of money as are stipulated in the tender documents.

5. I/We hereby pay the earnest money amount as mentioned in the “Memorandum” to this “Form of Tender” in favour of Engineering Projects (India) Limited payable at place as mentioned in the “NIT/ITT”.

6. If I/we fail to commence the work within 07 days of the date of issue of Letter of Intent

and / or I/We fail to sign the agreement as per Clause 84 of General Conditions of Contract and/or I/We fail to submit Security Deposit cum Performance Guarantee as per


Clause 9.0 & 9.1 of General Conditions of Contract, I/We agree that EPI shall, without prejudice to any other right or remedy, be at liberty to cancel the Letter of Intent and to forfeit the said earnest money as specified above.

7. I/We are also enclosing herewith the Letter of Undertaking on the prescribed proforma

as referred to in condition of NIT. Date the __________________________ day of ____________________________ SIGNATURE OF TENDERER ________________________________________ NAME (CAPITAL LETTERS): ________________________________________ OCCUPATION ________________________________________ ADDRESS ________________________________________ ________________________________________ SEAL OF TENDERER


Annexure –III

MEMORANDUM

(ENCLOSURE TO FORM OF TENDER)

REF: Tender for “Construction of 660 Dwelling units in 33 nos blocks of G+3 at

Kasidih, Adityapur & 60 Dwelling units in 3 nos. blocks of G+3 blocks at Saraikela (Norodih) under Pradhan Mantri Awas Yojana (Urban)” at Jamshedpur in the State of Jharkhand

NIT No.: ERO/MMD/780/1108 Date: 06.06.2019

Sl. No.

Description Cl. No.

Values / Description to be applicable for relevant clause(s)

i) Owner / Client / Employer JUIDCO Ltd.

ii) Type of Tender Percentage Rate Contract

iii) Earnest Money Deposit Rs. 50,58,973.00

iv) Estimated Cost NIT Rs. 40,58,97,234.00

v) Time for completion of work NIT

Total work to be completed in Fifteen (15) months which shall be Reckoned from the 7th day from issue of the Letter of Intent by the EPI.

vi) Mobilization Advance (Interest Bearing)

ACC 7.0

10% of the Contract Value.

vii) Interest Rate on Mobilization Advance

- @10.15%

viii) Number of Installments for Recovery of Mobilization Advance

ACC 7.0

As per ACC clause no. 7.0

ix) Schedule of Rates applicable

- Non Scheduled Rates

x) Validity of Tender NIT 90 (Ninety) Days

xi) Security Deposit cum Performance Guarantee

GCC 9.0

5.00% (Five Percent only) of contract value to be submitted within 7 days from the date of issue of Letter of Intent on acceptance of tender.


xii) Retention Money ACC 8.0

As per ACC clause no. 8.0

xiii) Time allowed for starting the work

Form of Tender

The date of start of contract shall be reckoned 07 (Seven) days from the date of LOI.

xiv) Defect Liability Period GCC 74.0

12 (Twelve) Months from the date of taking over of works.

xv) Arbitration ACC 34.0

As amended.

xvi) Jurisdiction ACC 35.0

Any court case arises by any dispute shall be subject to the Jurisdiction of Court situated at Kolkata only.

SIGNATURE OF SUPPLIER : ______________________________ NAME (CAPITAL LETTERS) : ______________________________ OCCUPATION : ______________________________ ADDRESS : ______________________________ ______________________________ ______________________________ ______________________________ SEAL OF SUPPLIER


Annexure-IV LETTER OF UNDERTAKING

(TO BE ENCLOSED IN ENVELOPE-1 ALONGWITH EMD) ENGINEERING PROJECTS (INDIA) LIMITED 50 Chowringhee Road Kolkata-700071 Ref: TENDER FOR “Construction of 660 Dwelling units in 33 nos blocks of G+3

at Kasidih, Adityapur & 60 Dwelling units in 3 nos. blocks of G+3 blocks at Saraikela (Norodih) under Pradhan Mantri Awas Yojana (Urban)” at Jamshedpur in the State of Jharkhand

NIT No: ERO/MMD/780/1108 Dated. 06.06.2019

Sir, UNDERTAKING FOR ACCEPTANCE OF TENDER CONDITIONS 1. The tender documents for the work as mentioned in “Memorandum” to “Form of Tender” have been issued to me / us by ENGINEERING PROJECTS (INDIA) LIMITED and I / We hereby unconditionally accept the tender conditions and tender documents in its entirety for the above work. 2. The contents of clause 1.2 and 1.3 of the Tender documents (Instructions to Tenderers) have been noted wherein it is clarified that after unconditionally accepting the tender conditions in its entirety, it is not permissible to put any remark(s) / condition(s) (except unconditional rebate on price, if any) in the ‘Price-Bid’ enclosed in “Envelope-2” and the same has been followed in the present case. In case this provision of the tender is found violated at any time after opening “Envelope-2”, I / We agree that my/our tender shall be summarily rejected and EPI shall, without prejudice to any other right or remedy be at liberty to forfeit the full said Earnest Money absolutely. 3. The required Earnest Money for this work is enclosed herewith. Yours faithfully, (Signature of the Tenderer) Seal of Tenderer Dated: ___________________


Annexure-B

PROFORMA FOR AFFIDAVIT

(To be submitted by bidder on non-judicial stamp paper of Rs. 100/- (Rupees Hundred only) duly attested

by Notary Public)

(To be submitted in Envelop-1 i.e. Technical bid)

Affidavit of Mr. ...............................................S/o……………………………………………………..

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

I, the deponent above named do hereby solemnly affirm and declare as under:

1. That I am the Proprietor/Authorized signatory of M/s …………………………………………………………………….. Having its Head Office/Regd. Office

at................................................................................

2. That the information/documents/Experience certificates submitted by

M/s.............................................along with the tender for............................................................................. (Name of

work)................ To EPl are genuine, true and nothing has been concealed.

3. I shall have no objection in case EPl verifies them from issuing authority(ies). I shall also have

no objection in providing the original copy of the document(s), in case EPI demand so for verification.

4. I hereby confirm that in case, any document, information & / or certificate submitted by me

found to be incorrect / false / fabricated, EPI at its discretion may disqualify / reject / terminate the

bid/contract and also forfeit the EMD /All dues.

5. l shall have no objection in case EPI verifies any or all Bank Guarantee(s) under any of the

clause(s) of Contract including those issued towards EMD and Performance Guarantee from the

Zonal Branch /office issuing Bank and l/We shall have no right or claim on my submitted EMD before

EPl receives said verification.

6. That the Bank Guarantee issued against the EMD issued by (name and address of the Bank)

is genuine and if found at any stage to be. Incorrect / false / fabricated, EPI shall reject my bid, cancel

pre-qualification and debar me from participating in any future tender for three years.

I……………………………………..………………., the Proprietor / Authorized Signatory of M/s

....................................... do hereby confirm that the contents of the above Affidavit are true to my knowledge

and nothing has been concealed there from………………………………………

…………………………………………………………………………………………. and that no part of it is

false.

Verified at ……………………this……………………day of………………………..

DEPONENT

ATTESTED BY (NOTARY PUBLIC)


Annexure – V

INTEGRITY PACT

Between

Engineering Projects (India) Ltd. (EPI) hereinafter referred to as “The Principal”,

And

………………………………………………….. hereinafter referred to as “The Bidder” Preamble The Principal intends to award, under laid down organizational procedures, contract/s for

…………………………… The Principal values full compliance with all relevant laws of the land,

rules, regulations, economic use of resources and of fairness / transparency in its relations with

its Bidder(s). In order to achieve these goals, the Principal will appoint an Independent External Monitor (IEM), who will monitor the tender process and the execution of the contract for compliance with the principles mentioned above.

Section 1 - Commitments of the Principal 1) The Principal commits itself to take all measures necessary to prevent corruption and to

observe the following principles:

a) No employee of the Principal, personally or through family members, will in

connection with the tender for, or the execution of a contract, demand, take a

promise for or accept, for self or third person, any material or immaterial benefit

which the person is not legally entitled to.

b) The Principal will, during the tender process treat all Bidder(s) with equity and reason. The Principal will in particular, before and during the tender process, provide to all Bidder(s) the same information and will not provide to any Bidder(s) confidential / additional information through which the Bidder(s) could obtain an advantage in relation to the tender process or the contract execution.

c) The Principal will exclude from the process all known prejudiced persons.

2) If the Principal obtains information on the conduct of any of its employees which is a criminal offence under the IPC/PC Act, or if there be a substantive suspicion in this regard, the Principal will inform the Chief Vigilance Officer and in addition can initiate disciplinary actions.


Section 2 - Commitments of the Bidder(s)

1) The Bidder(s) commit himself to take all measures necessary to prevent

corruption. He commits himself to observe the following principles during his

participation in the tender process and during the contract execution.

a) The Bidder(s) will not, directly or through any other person or firm, offer, promise or give to any of the Principal’s employees involved in the tender process or the execution of the

contract or to any third person any material or other benefit which he / she is not legally entitled to, in order to obtain in exchange any advantage of any kind whatsoever during the tender process or during the execution of the contract.

b) The Bidder(s) will not enter with other Bidders into any undisclosed agreement or

understanding, whether formal or informal. This applies in particular to prices,

specifications, certifications, subsidiary contracts, submission or non-submission of bids

or any other actions to restrict competitiveness or to introduce cartelization in the bidding

process. c) The Bidder(s) will not commit any offence under the relevant IPC / PC Act; further the Bidder(s) / Supplier(s) will not use improperly, for purposes of competition or personal gain, or pass on to others, any information or document provided by the Principal as part

of the business relationship, regarding plans, technical proposals and business details, including information contained or transmitted electronically. d) The Bidder(s) of foreign origin shall disclose the name and address of the Agents /

representatives in India, If any. Similarly the Bidder(s) / Supplier(s) of Indian Nationality shall furnish the name and address of the foreign principals, if any, Further details as mentioned in the “Guidelines on Indian Agents of Foreign Suppliers” shall be disclosed by the Bidder(s) / Supplier(s). Further, as mentioned in the Guidelines all the payments

made to the Indian agent / representative have to be in Indian Rupees only. e) The Bidder(s) will, when presenting his bid, disclose any and all payments he has made,

is committed to or intends to make to agents, brokers or any other intermediaries in

connection with the award of the contract.

2) The Bidder(s) will not instigate third persons to commit offences outlined above

or be an accessory to such offences.

Section 3 - Disqualification from tender process and execution from further contracts

(1) If the Bidder(s), before award or during execution has committed a transgression

through a violation of Section 2, above or in any other form such as to put his

reliability or credibility in question, the Principal is entitled to disqualify the Bidder(s)

from the tender process or to terminate the contract, if already signed for such

reason.

(2) If the Bidder has committed a serious transgression through a violation of section


– 2 such as to put his reliability or credibility into question, the principal is entitled also to exclude the Bidder from future contract award processes. The imposition and duration of the exclusion will be determined by the severity of the transgression. The severity will be determined by the circumstances of the case, in particular the number of transgressions, the position of the transgressors with the company hierarchy of the Bidder and the amount of the damage. The exclusion will be imposed for a minimum of 6 months and maximum of 3 years.

(3) If the Bidder can prove that he has restored/ recouped the damage caused by

him and has installed a suitable corruption prevention system, the Principal may

revoke the exclusion prematurely.

(4) A transgression is considered to have occurred if in light of available evidence no

reasonable doubt is possible.

Section 4 - Compensation for Damages

1) If the Principal has disqualified the Bidder(s) from the tender process prior to the

award according to Section 3, the Principal is entitled to demand and recover the

damages equivalent to Earnest Money Deposit / Bid Security.

2) If the Principal has terminated the contract according to Section 3, or if the

Principal is entitled to terminate the contract according to Section 3, the Principal

shall be entitled to demand and recover from the Bidder liquidated damages of the

Contract value or the amount equivalent to Performance Bank Guarantee.

Section 5 - Previous Transgression

1) The Bidder declares that no previous transgressions occurred in the last 3 years

with any other Company in any country conforming to the anti corruption approach or

with any other Public Sector Enterprise in India that could justify his exclusion from

the tender process.

2) If the Bidder makes incorrect statement on this subject, he can be disqualified

from the tender process.

Section 6 - Equal treatment of all Bidders

(1) The Bidder(s) to demand from all subcontractors the commitment consistent with

this Integrity Pact and to submit it to the Principal before contract signing.

(2) The Principal will enter into agreements with identical conditions as this one with

all Bidders and Suppliers.

(3) The Principal will disqualify from the tender process all bidders who do not sign


this Pact or violate its provisions. Section 7 - Criminal charges against violating Bidder(s) If the Principal obtains knowledge of conduct of a Bidder or Supplier, or of an employee or a

representative or an associate of a Bidder or Supplier which constitutes corruption, or if the

Principal has Substantive suspicion in this regard, the Principal will inform the same to the Chief

Vigilance Officer.

Section 8 - Independent External Monitor / Monitors

(1) The Principal appoints competent and credible Independent External Monitor for this Pact. The task of the Monitor is to review independently and objectively, whether and to what extent the parties comply with the obligations under this agreement.

(2) The Monitor is not subject to instructions by the representatives of the parties

and performs his functions neutrally and independently. He reports to the Chairman,

EPI.

(3) The Bidder(s) accepts that the Monitor has the right to access without restriction to all Project documentation of the Principal including that provided by the Bidder. The Bidder will also grant the Monitor, upon his request and demonstration of a valid interest, unrestricted and unconditional access to his project documentation. The same is application to Subcontractors. The Monitor is under contractual obligation to treat the information and documents of the Bidder(s) or Supplier(s) with confidentiality.

(4) As soon as the Monitor notices, or believes to notice, a violation of this agreement, he

will so inform the Management of the Principal and request the Management to discontinue or take corrective action, or to take other relevant action. The monitor can in this regard submit non-binding recommendations. Beyond this, the Monitor has no right to demand from the parties that they act in a specific manner, refrain from action or tolerate action. However, the independent External Monitor shall give an opportunity to the Bidder/ Supplier to present its case before making its recommendations to the Principal.

5) The Monitor will submit a written report to the Chairman EPI within 8 to 10 weeks from

the date of reference or intimation to him by the Principal and should the occasion arise, submit proposals for correcting problematic situations.

6) Monitor shall be entitled to compensation on the same terms as being extended to /

provided to Independent Directors on the EPI Board.

7) If the Monitor has reported to the Chairman EPI, a substantiated suspicion of an

offence under relevant IPC / PC Act, and the Chairman EPI has not, within the

reasonable time taken visible action to proceed against such offence or reported it to

the Chief Vigilance Officer, the Monitor may also transmit this information directly to

the Central Vigilance Commissioner.


8) The word “Monitor” would include both singular and plural.

9) Independent External Monitor shall be required to maintain confidentially of the

information acquired and gathered during their tenure/ role as independent Monitor.

Any breach in this regard would be subject to the legal judicial system of India.

10) Independent External Monitor(s) shall be required to furnish an Undertaking and

disclose before taking any assignment that he/ she has no interest in the matter or

connected with the party (Bidder) in any manner.

Section 9 - Pact Duration This Pact begins when both parties have legally signed it. It expires for the Bidder 12 months after the last payment under the contract, and for all other Bidders 6 months after the contract has been awarded. If any claim is made / lodged during this time, the same shall be binding and continue to be valid despite the lapse of this pact as specified above, unless it is discharged / determined by Chairman of EPI. Section 10 - Other provisions

1) This agreement is subject to Indian Law. Place of performance and jurisdiction is the Registered Office of the Principal, i.e. New Delhi.

2) Changes and supplements as well as termination notices need to be made in writing. Side agreements have not been made.

3) If the Bidder is a partnership or a consortium, this agreement must be signed by all partners or consortium members.

4) Should one or several provisions of this agreement turn out to be invalid, the

remainder of this agreement remains valid. In this case, the parties will strive to

come to an agreement to their original intentions.

_________________________ ___________________________

(For & On behalf of the Principal) (For & On behalf of Bidder)

(Office Seal) (Office Seal)


Place -----------------

Date --------------

Witness 1:

(Name & Address) -------------------------------------------

-------------------------------------------

-------------------------------------------

Witness 2: (Name & Address) -------------------------------------------

-------------------------------------------

-------------------------------------------

Signature of Contractor


TENDER DOCUMENT

e-TENDER No: ERO/MMD/780/1

Tender for Construction of

blocks of G+3 at Kasidih

3 nos blocks of G+3 at

Mantri Awas Yojana (Urban) at Jamshedpur in the state of

Jharkhand.

Additional Conditions of Contract (ACC),

Approved Make,


(A GOVT. OF INDIA ENTERPRISE)

9th floor, 50, Chowringhee Road,

1 of 63


TENDER DOCUMENT


Construction of 660 Dwelling unit in

of G+3 at Kasidih, Adityapur & 60 Dwelling units

of G+3 at Saraikela (Norodih) under Pradhan


VOLUME – II

Additional Conditions of Contract (ACC),

Approved Make, Technical Specification

Drawings.



floor, 50, Chowringhee Road,

Kolkata – 700 071

EPI

8

660 Dwelling unit in 33 nos

Dwelling units in

under Pradhan


Additional Conditions of Contract (ACC), List of

Technical Specification, Tender


Signature of Contractor 2 of 63 EPI

INDEX

Sl.

No. Description

Page

No.

No. of

Pages

1. Additional Conditions of Contract (ACC). 3-29 27

2. List of Approved Make. 30-41 12

3. Technical Specifications. 42-58 17

4. Tender Drawings. 59-63 05


ADDITIONAL CONDITIONS OF CONTRACT (ACC)

1.0 The following Additional Conditions of Contract shall be read in conjunction with General Conditions of Contract. If there are any provisions in these Additional Conditions of Contract, which are at variance with the provisions of General Conditions of Contract, the provisions in these Additional Conditions of Contract shall take precedence.

2.0 INTRODUCTION

EPI is Constructing 660 Dwelling unit in 33 nos blocks of G+3 at Kasidih, Adityapur &

60 Dwelling units in 3 nos blocks of G+3 at Saraikela (Norodih) under Pradhan Mantri

Awas Yojana (Urban) at Jamshedpur in the state of Jharkhand.

3.0 SCOPE OF WORK

The brief scope of work has mentioned below included in this tender shall include (but

not limited to) Civil, Electrical, Sanitary, Plumbing, Water Supply and Sanitation

(Internal & External) including overhead water tanks over roof top and sump at the

ground level, Strom water drainage, Rainwater harvesting structures, Internal roads,

Landscaping with provision of park etc., Development of vehicle parking area, Barbed

wire fencing as required for Construction of Housing Complex at Jamshedpur for

JUIDCO Ltd. (Govt. of Jharkhand).

Apart from the above, any other services not covered above but required as per direction of EPI, are deemed to be included in the scope of work. The work is to be carried out on Item Rate Basis as per bill of quantities and tender conditions and as per clause no 3 of GCC.

4.0 DISQUALIFICATION The tenderers may note that they are liable to be disqualified and not considered for the opening of Price Bid if; a) Representation in the forms, statements and attachments submitted in the pre-qualification

document are proved to be incorrect, false and misleading.

b) They have record of poor performance during the past 10 (ten) years such as abandoning the work, rescinding of contract for which the reasons are attributable to the non-performance of the contractor, inordinate delay in completion, consistent history of litigation / arbitration awarded against the contractor or any of its constituents or financial failures due to bankruptcy etc. in their ongoing / past projects.


c) They have submitted incompletely filled in formats without attaching certified supporting documents and credentials to establish their eligibility to participate in the Tender.

d) If the tenderers attempt to influence any member of the selection committee. EPI reserves its right to take appropriate action including disqualification of tenderer(s) as may be deemed fit and proper by EPI at any time without giving any notice to the contractor in this regard. The decision of EPI in the matter of disqualification shall be final and binding on the Tenderers. 5.0 SPECIFICATIONS

(i) All works are to be carried out in accordance with the General Conditions and Specifications including mode of measurement of State P.W.D Schedules in force at the time of acceptance of the tender.

(ii) The specification for work not covered by the specifications laid down in the PWD

(Jharkhand) Schedules, DSR or Schedule of MES, CPWD shall be followed. (iii) Items of Works not covered in the above schedules should be governed by I.S.I code

of Practice, National Building Code, Technical specifications as laid in this tender document, and as per best practice according to the Engineer-in-Charge and the Consultant.

(iv) In addition to the above, the Technical specifications as mentioned in the Tender

documents shall be applicable. (v) This contract shall be governed by the Indian Laws for the time being in force. The

contract is confidential and must be strictly confined to the purposes of the contract. (vi) The contractor shall provide everything necessary for the proper execution of the

works according to the intent and meaning of the specifications and drawings taken together whether the same may or may not be particularly shown or described therein provided that the same can be reasonably be inferred there from and if the contractor finds any discrepancy in the specifications & drawings and between the drawings, he shall immediately and in writing refer the same to the EPI who shall decide which is to be followed.

(vii) The work order/LOI will be issued by EPI and handing over of the site and date of

commencement of the contract shall be within 07 (Seven) days of issue of such letter. 6.0 PRICE ESCALATION / PRICE VARIATION

No Price Variation / Escalation is payable (Clause No. 16.0 of GCC). 7.0 MOBILIZATION ADVANCE


Interest bearing Mobilization Advance up to maximum of amount as mentioned in the

“MEMORANDUM” to the “Form Tender” shall be paid to the Contractor on submission

of non-revocable and unconditional Bank Guarantee for an amount equal to 110% of

the Mobilization Advance from a Nationalized / Scheduled Bank as per the enclosed

pro-forma subject to conditions given hereunder. The Mobilization advance shall be

made at the interest rate as mentioned in the “Memorandum to the Form of Tender.

The Advance shall be made in three installments as follows:

i. First Installment of fifty percent of total mobilization advance shall be paid after

fulfillment of the following conditions:

a) Signing of Agreement

b) Submission of security deposit cum Performance Bank Guarantee as per Clause

no. 9 of GCC.

ii. Second Installment of twenty five percent of total mobilization advance shall be paid

after completion of all enabling work required for taking up the construction. These

includes construction of store, labour hutment etc.

iii. The balance twenty five percent of total mobilization advance shall be paid on

mobilization of manpower, plant & equipment etc. to the satisfaction of Engineer-in-

Charge of EPI

Recovery of Mobilization Advance

The Advance shall be recovered on monthly installment basis. The installments shall

commence when 20% of the Contract Price or Five (05) months from the date of

payment of first installment of Advance whichever period concludes earlier and shall be

made @ 10% of the amount of all Work Done running account bills until such time as

the loan has been repaid, subject to full recovery within 80% of scheduled completion

period.

In case non–achievement of milestone and accordingly non-production of running bills

and consequently non-recovery of mobilization advance, the Bank Guarantee (BG)

against the Mobilization Advance to that extent shall be forfeited.

8.0 RETENTION MONEY- Clause No. 10.0 of GCC shall be modified as under: The Retention Money shall be deducted from each running account bill of the

Contractor @5% (Five Percent Only) of the gross value of the running account bill, in addition to SDPBG of 5%. The Earnest Money deposited by the Tenderer in the form of Demand Draft will be treated as part of Retention Money.

When the Taking-Over Certificate has been issued for the Works by the Client

(JUIDCO), the first half of the Retention Money shall be certified by EPI for payment to the Contractor on receipt of corresponding certificate and payment from Client


(JUIDCO). If a Taking-Over Certificate is issued for a Section or part of the Works, the first half of the Retention Money shall be certified and paid proportionately as released by Client.

Promptly after the latest of the expiry dates of the Defects Liability Period, the

outstanding balance of the Retention Money shall be certified by the Engineer (JUIDCO / EPI) for payment to the Contractor. If a Taking-Over Certificate was issued for a Section of work, a proportion of the second half of the Retention Money shall be certified and paid promptly after the expiry date of the Defects Liability Period on release of corresponding payment by Client for the Section.

However, if any work remains to be executed under Defects Liability Period, the

Engineer of EPI shall be entitled to withhold certification of the estimated cost of this work until it has been executed.

Unless otherwise stated in the other Conditions of Contract, when the Taking-Over

Certificate has been issued for the Works and the first half of the Retention Money has been certified for payment by EPI, the Contractor shall be entitled to substitute a Bank Guarantee, in the form annexed to the General Conditions of Contract (GCC) or in another form approved by EPI, for the second half of the Retention Money.

The Contractor shall ensure that the Bank Guarantee is in the amount and currencies

of the second half of the Retention Money and is valid and enforceable until the Contractor has executed and completed the Works and remedied any defects, as specified for the Security Deposit cum Performance Bank Guarantee as per Clause No. 9.0 of GCC.

On receipt by EPI of the required Bank Guarantee, the Engineer of EPI shall certify and

EPI shall pay the second half of the Retention Money. The release of the second half of the Retention Money against a Bank Guarantee shall then be in lieu of the release under the third paragraph of clause no. 8.0 above. EPI shall return the Bank Guarantee to the Contractor within 21 days after receiving of corresponding Bank Guarantee from Client, (JUIDCO).

9.0 TAXES AND DUTIES:

Clause no. 13 of GCC shall be amended / deleted as per below:

The award of the Contract shall be on ‘Work Contract’ as defined in section 2 (119) of

the CGST Act, 2017. The rates/amount quoted in the Bill of Quantities shall be inclusive

of all taxes, duties, labour cess, other cess, levies, fees, royalty, etc, except Goods and

Service Tax (GST). The Goods and Services Tax (GST) applicable on all items of

Works described in the Bill of Quantities, shall be quoted separately in attachment

entitled “Annexure- I - Taxes & Duties” in Vol. III.


Due Input Tax credits under GST as per the relevant Govt. Policy, wherever applicable,

shall be taken into account by the Bidder while quoting his price. Income Tax and other

Deductions of Taxes at source & labour cess as applicable shall be deducted from Bills

/ due payment of the Supplier.

EPI shall bear and pay/reimburse to the bidder Goods and Services Tax (GST)

applicable on the value of Works Contract described in the Bill of Quantities. However,

the taxes, duties & levies as may be applicable on the materials used for Works

Contract shall be to the bidder’s account and no separate claim in this regard will be

entertained by EPI.

If a new tax, duty or levy is imposed under statute or law in India after the base date,

seven (7) days prior to date of Techno-Commercial bid opening and the successful

bidder becomes liable there under to pay and actually pays the said new tax, duty or

levy for bonafide use on the Works contracted, the same shall be reimbursed to the

successful bidder against documentary evidence of proof of payment subject to the

condition that same is borne by the owner, JUIDCO. Similarly for any deletion of

existing taxes, duties & levies after the base date, as specified above. The amount

payable will be reduced accordingly. In case of any reduction in rate of GST or other

taxes in future or the project getting exemption status after base date as defined above,

the contractor shall pass on the benefit to EPI immediately, failing which EPI shall have

right to recover the differential amount from the amounts due Contractor. The decision

of Engineer-In- Charge in this matter will be final and binding on the contractor.

The Contractor/Supplier shall, within a period of 15 days of the imposition of any such

new tax, duty or levy give a written notice thereof to the Engineer-in-Charge of EPI that

the same is given pursuant to this condition, together with all necessary information

relating thereto. If the Contractor fails to give notice of a claim within such period of 15

days, the Contractor shall not be entitled to such claim/ additional payment, and EPI

shall be discharged from all liability in connection with the claim.

The payment/reimbursement of new tax, duty or levy imposed under statute or law in

India as per above, would be restricted only to direct transactions between the EPI and

the successful bidder.

a. It shall be incumbent upon the successful bidder to obtain a registration

certificate under the GST Law, and other law(s) relating to levy of tax, duty, cess

etc. and necessary evidence & GSTIN number to this effect shall be furnished by

the successful bidder to the EPI.

b. The successful bidder must submit as compliances of GST Act, the invoices in

GST compliant format failing which the GST amount shall be recovered /


adjusted by EPI without any prior notice from the next invoices or available dues

with EPI.

c. The successful bidder should update /upload the GST/Taxes data periodically so

as to avail ITC credit by EPI failing which it shall be recovered / adjusted by EPI

without any prior notice from the next invoices or available dues with EPI.

d. The rates/amount quoted in the Schedule of Quantities shall be inclusive of all

taxes, duties, cess, levies, fees, royalty, etc, except Goods and Service Tax

(GST).

e. Bidder while quoting the rates in the tender must also consider the ITC Credit

applicable for the works, if any.

10.0 SECURED ADVANCE AGAINST NON-PERISHABLE MATERIALS

Clause no. 35.0 of GCC stands deleted.

11.0 COMPLETION AND TAKING OVER

As soon as the project is partly / finally completed, the Contractor shall inform to EPI and EPI shall in turn inform to Client (JUIDCO Ltd) for checking / verification of completed work as per the scope of work for part / final taking over the project. However, the readiness of partially / fully completed for handing over to EPI / Client shall be decided by Client and binding to the Contractor.

12.0 Clause No. 72.4.1 of GCC stands modified as under: Within 10 (Ten) days of date of Letter of Intent, the contractor shall submit a Time and

Progress Chart (CPM/PERT/Quantified Bar Chart) and get it approved by the Engineer-in-Charge. The Chart shall be prepared in direct relation to the time stated in the contract documents for completion of items / scope of the works. It shall indicate the forecast (mile stones) of the dates of commencement and completion of various items trades, sections of the work and may be amended as necessary by agreement between the Engineer-in-Charge and the Contractor within the limitations of time imposed in the contract documents, to ensure good progress during the execution of the work.

The physical report including photographs shall be submitted by the contractor on the

prescribed format & the intervals (not later than a month) as decided by the Engineer-in-Charge. The compensation for delay as per clause 72.1 of GCC shall be leviable at intermediate stages also, in case the required progress is not achieved to meet the time deadlines of the completion period and / or milestones of time and progress chart provided always that the total amount of compensation for delay to be paid under this condition shall not exceed 10% of the tendered value of work.


In case entire work is completed within the total time period of completion or extended period of completion allowed, the compensation for delay due to not achieving progress at intermediates stage, if any, shall be refunded without any interest charges.

13.0 COMPLETION SCHEDULE

Sl. No.

Milestone number and description of each milestone

Milestone to be achieved with 15

months of completion

1

Milestone 01: Completion of Foundation works and R.C.C and/or Masonry work up to Plinth Level complete in all respect.

Three Months

2

Milestone 02: Completion of R.C.C. frame and/or masonry work in walls etc. Payment will be divided on pro-rata basis of number of roof slabs if required.

Seven Months

3

Milestone 03: Internal Flooring including skirting, dado in all type of rooms, passage and stairs. Payment will be divided on pro-rata basis of number of floor slabs if required.

Nine Months

4

Milestone 04: Providing/Fixing Door Shutters, Balcony railing, S/C railing window grills and other steel work along with fittings

Ten Months

5

Milestone 05: Internal water supply, Sanitary Work & Electrification works

Twelve Months

6

Milestone 06: Internal & External Painting

Thirteen Months

7

Milestone 07: External campus Water supply, Storm water Drain, Sewerage i/c covers, Pathways, roads, Parks etc to complete in all respect.

Thirteen Months


8

Milestone 08: Boundary wall with necessary gate, Horticulture work i/c plantation and landscaping i/c water Supply etc.

Thirteen Months

9

Milestone 09: Completion of all remaining items of work i/c handing over of flats defect free in all respects and testing of all services to the satisfaction Of engineer-in-charge and handing over of services JUIDCO including external electrification and street lighting etc to complete.

Fourteen Months

10

Milestone 10: Modifications/alterations (as per the monitoring agency) and after handing over the DUs to JUIDCO.

Fifteen Months

11 Physical works to be completed Fifteen

Months from start date of work.

Note: In case of mismatch in financial and physical progress as above at any milestone

stage, the financial progress shall be considered for levy of compensation of delay, if any. All infrastructural development works shall be completed within the stipulated time frame.

14.0 PLANT AND MACHINERY All plant & machinery required for execution of work shall have to be arranged by the contractor at his own cost. However, the Contractor has to deploy following minimum plant & machinery at site immediately after award of work:

Sl. Type of Equipment (leased or owned)

Minimum no. of Equipment

required 1. Dozer 1 2. Front end Loader 1 3. Smooth Wheeled Roller 1 4. Vibratory Roller 1 5. Water Tanker 5

6. Concrete Mixes with Integral Weigh Batching facility 1

7. Concrete Batching and Mixing Plant (Minimum Capacity – 30 m3/hour)

1


8. Steel Propping 500 9. Concrete pump 1 10 Builder Hoist 4

11. Excavator 2 12. Transit Mixer 2 13. Tipper or Truck (or 2 times Tractor) 8 14. Generator 2 15. Bar Cutting Machine 4 16. Bar Bending Machine 2

17. Welding Machine 6 18. Plate Compector 4 19. Vibrator with Needle 12 20. Vibrator (Surface) 6 21. Concrete Mixer Machine with Hooper (1 bag) 6 22. Steel Plate with fitting 2500 sqm

23. Staging Pipe (Acrow) with fitting 3000 nos. 24. Cube Testing Machine (Universal Testing Machine) 1 25. Cube Mould 40 26. Pump 5 HP 2 27. Well-equipped Laboratory facility for quality test 1

Note:

a) Any other equipment for site test as outlined in CPWD/ BIS specification and as directed by the Engineer-in-Charge.

b) The quantities of equipments indicated are tentative and can be increased as per the requirement of work OR as per the direction of Engineer-in-Charge. The above equipment list is indicative and not complete. The contractor has to deploy all the required equipment to complete all the works within stipulated specifications & time period as per contract documents. All the machineries are of maximum age of 5 years as on 01.01.2019.

c) The contractor will not be allowed to take out equipments from the site without the written permission of Engineer-in-Charge.

15.0 FACILITIES AS PER CLAUSE NO: 28.3 OF GCC stands deleted. 16.0 SITE LABORATORY AND OFFICE FOR CLIENT.

1) The Display Boards for the Project shall be supplied and erected as per given sizes, specifications and descriptions and at specified locations, as approved by EMPLOYER/EPI.

2) A field Laboratory will be established in a room of suitable size equipped with the following, with adequate labour and materials required for carrying out tests therein:


(i) Set of standard sieves for testing grading of sand and a 75 micron sieve for testing silt content.

(ii) Sieves with openings respectively of 5mm, 10mm, and 20mm for testing grading of aggregates.

(iii) Balance of capacity 10 Kg reading to 5 gm, with weights. (iv) Primus stove and pans for drying of sand and aggregates. (v) Glass measuring flasks of 1/2 and 1 litre capacity. (vi) Flask for determining moisture content of sand. (vii) Slump cone for slump test. (viii) Minimum 24 steel moulds for 150 x 150 mm test cubes. It may be necessary to

provide more steel cube moulds depending upon concreting programmed. (ix) Work benches, shelves, desks, sinks and any other furniture and lighting as

required by the ENGINEER-IN-CHARGE. (x) Cube testing machine. (xi) Any other equipment not specifically mentioned above which can reasonably be

held necessary for the completion of the contract works to the satisfaction of the ENGINEER-IN-CHARGE. NOTE: The requisite tests shall be conducted in field Laboratory as per P.W.D. Specifications and other related I.S. Codes. All such tests shall be conducted in presence of the ENGINEER-IN-CHARGE and the proper Test Records shall be maintained by CONTRACTOR with the attestations by the ENGINEER-IN-CHARGE. The CONTRACTOR shall bear all expenses for installing, running and maintenance of this Field Laboratory.

17.0 The Tenderer must understand that the items marked in schedule of work are actual

items to be executed. Alteration, omission, deduction or addition from / to these items is at the discretion of EPI without effecting the terms of the contract.

17.1 The contractor should possess required valid electrical license for executing the

building electrification works. 17.2 The contractor should possess required valid license for executing the water

supply/sanitary Engineering works and should have executed similar water supply/sanitary Engineering works.

18.0 ENVIRONMENTAL CONSIDERATIONS

The Contractor shall be concerned with the impact of his work upon the Environment. This applies to the effect upon the residential community, adjacent industrial facilities and upon the area outside the site boundary. Areas of concern will include but are not limited to:

a) Use of clean fuels to minimize air polluting emissions. b) Control of other air pollutants. c) Recovery and recycling of usable materials. d) Control of vehicle noise. e) Control of noise from power facilities.


f) Limitation of vibrations. g) Preservation of natural land to the extent possible. h) Preservation of archaeological features.

19.0 CUSTODY OF DRAWINGS All the approved Drawings shall remain in the sole custody of the Engineer-in-Charge

but two copies thereof shall be furnished to the Contractor free of charge. The Contractor shall provide and make at his own expenses any further copies required by him. At the completion of Contract the Contractor shall return to the Engineer-in-Charge all drawings provided under the Contract.

One copy of the Drawings, furnished to the Contractor as aforesaid, shall be kept by

him on the site and the same shall at all reasonable times be available for inspection and use by the Engineer-in-Charge and his Representatives and by any other person authorised by the Engineer-in-Charge.

20.0 DISRUPTION OF PROGRESS The Contractor shall give written notice to the Engineer-in-Charge on progress of the

works likely to be delayed or disrupted unless any further approval of drawing or order, including a direction, instruction or approval is issued by the Engineer-in-Charge within a reasonable time. The notice shall include details of the drawing or order required and of why and by whom it is required and of any delay or disruption likely to be suffered if it is late.

21.0 SURVEY: LAYOUT AND ACCESS The Contractor shall satisfy himself regarding the correctness of the site Layouts, levels

etc. as shown in the drawings or given in the specifications. Before starting the work he shall also carry out at his own cost survey of the whole work site jointly with the Department. Discrepancies noticed between Departmental drawing and the joint survey shall be informed in writing to the Engineer-in-Charge and got corrected by the Engineer-in-Charge. Such deviations as may arise out of the joint survey shall not vitiate the provisions of contracts and shall not entitle the Contractor to any extra payment of claim in any way.

After the joint survey a survey plan shall be prepared by the Contractor at his cost and

got approved by the Engineer-in-Charge. Reference line and points shall be established by the Contractor at his own cost so as to serve as reference and “Dimension al Checking” of works. He shall prepare and submit a plan in quadruplicate to the E.I.C. showing such reference points with their full description at his cost.

The Contractor shall provide for all arrangements labour, equipments and materials

needed for carrying out survey, setting out, layout checking, inspections measurements, testing at his own cost for which no separate payment will be made.


The Contractor shall also provide proper approach and access to all the works and

stores including clearance of sites at his own cost. 22.0 ARRANGEMENT OF LAND If on account of restriction of space within the project site, the Contractor experiences

difficulties (on installation of plant and machinery and also) in stacking construction materials within the project site, he may have to arrange for lands (Road side flank, private land etc.) adjacent to the project site on his own and at his cost. The Contractor will not be entitled to any payment or any other incidental charges caused due to such arrangement.

23.0 FIRE FIGHTING ARRANGEMENT The Contractor shall provide at his own cost suitable arrangement for fire fighting. For

this purpose he shall provide requisite number of Fire Extinguishers and adequate number of buckets, some of which are to be always filled with sand and some with water. These equipments shall be provided at suitable prominent and easily accessible places and shall be properly maintained.

24.0 TIME OF COMPLETION The entire scope work shall be completed within 15 (fifteen) months from the date of

issue of LOI. The time of completion is firm and final and supersedes any other time mentioned elsewhere in any clause (s) of tender document.

The period of completion given includes the time required for mobilization and testing

as well, rectifications, if any, re-testing and completion in all respects to the entire satisfaction of the Engineer-in-Charge including the monsoon season. The Contractor shall scrupulously adhere to the targets/milestone as envisaged in his micro-plan of work program by deploying adequate personnel and construction tools and tackles and he shall also supply all materials of his scope of supply in time to achieve the targets set out.

The Contractor shall give every day a report on category-wise labour and equipment

deployed along with the progress of work done on previous day. The progress of work shall be proportionate to completion time.

Time is the essence of this contract and the allotted work must be completed within the

specified time. Extension of time may be granted in very exceptional circumstances if the work gets delayed due to the reasons beyond the control of the successful bidder. This clause of extension of time will have precedence over any other similar clauses if they are at variance with this clause. There will be penalty for non-completion of the work in time as indicated elsewhere.


25.0 A standard benchmark with reference to which the whole work is to be carried out shall be constructed by the CONTRACTOR. The level shown on the outline drawings are with reference to standard benchmark. The CONTRACTOR shall establish reference benchmark at suitable spots. The construction and maintenance of the benchmarks shall be the responsibility of the CONTRACTOR. No payments shall be made for this work.

26.0 INFORMATION TO BE SUPPLIED BY THE CONTRACTOR DURING THE CONSTRUCTION PERIOD. A senior representative of the CONTRACTOR shall attend weekly meetings at the site

and in addition, meetings as arranged by EPI to discuss the progress of work and sort out problems if any and ensure that the work is completed in the stipulated time. The CONTRACTOR shall submit to the Engineer-in-Charge, every fortnightly:

a) Detailed industrial statistics regarding the labour employed by him daily. b) A fortnightly progress report along with requisite photographs. c) Special incident at site. d) Whether the work is progressing according to schedule, or not. If not, what are the

problems and the remedial measures to be taken to regain schedule. e) Record of the approvals by EPI. f) Record of the discussions by EPI. g) Fortnightly Construction Schedule. h) Monthly Construction Schedule. i) Detailed Schedule indicating when the REPRESENTATIVE’S presence is required at

site. 27.0 The Contractor shall comply with all the provisions of the following statutory acts or any modifications thereto and the rules made there under from time to time.

� Indian Factories Act 1948 � Payment of Wages Act 1936 � Minimum Wages Act 1948 � Employers Liability Act 1938 � Apprentices Act 1961 � Workmen’s Compensation Act 1923 � Industrial Disputes Act 1947 � The Maternity Benefits Act 1961 � Contract Labour (Regulation and Abolition) Act 1970 � Employment of Children Act 1933 � Provident Funds and Miscellaneous Provisions Act 1952 � The Employee’s Pension Scheme 1995

28.0 Should a report be made by an Inspecting Officer, as defined in the Contract Labour

(Regulation and Abolition) Act 1970, the Developer shall have the right to deduct from any money due to the Contractor any sum required, or estimated to be required, for making good the loss(es) suffered by a worker or workers by the reason of non-


fulfilment of the Conditions of the Contract relating to the benefits of workers, non-payment of wages or of deduction made from their wages which are not justified by the terms of the Contract or non-observance.

The Contractor shall indemnify EPI against any payments to be made as hereunder

and for the observance of the provisions of the aforesaid Acts. In the event of the Contractor committing a default or breach of any of the provisions of

the aforementioned Acts, as amended from time to time, of furnishing any information or submitting or filling in any Form/Register/Slip under the provision of these Acts which is materially incorrect then on the report of the Inspecting officers, the Contractor shall, without prejudice to any other liability, pay to EPI a sum not exceeding Rs. 1000.00 as Liquidated Damages. This shall be applied to each incident for every default, breach or furnishing of, submitting, making and/or filling-in materially incorrect statements, the exact amount shall be fixed by the Engineer in-charge.

In the event of the Contractor’s default continuing in this respect, the Liquidated

Damages may be increased to Rs 100.00 per day for each day that default occurs upto a maximum of one percent (1%) of the Contract Amount.

The Engineer-in-charge shall deduct such amounts from the interim application for

Payment or the Security Deposit of the Contractor and credit the same to the Welfare Fund constituted under these Acts. The decision of EPI in this respect shall be final and binding.

29.0 The Conditions as laid hereunder to be strictly complied during construction and

operation phase regarding environmental clearance as per provisions of Environmental Impact Assessment Notification, 1994 with subsequent amendments.

30.0 REQUIREMENT OF TECHNICAL STAFF FOR THE WORK

Sl. No.

Personnel Qualification No. of Person

1 Project Manager B.E. Civil + 15 Years Exp.(5 years as Manager) 1

2 Site Engineer

B.E. Civil + 10 Years Exp. (including 5 years in Building Construction) or Diploma Civil with 15 Years Exp. (including 10 years in Building Construction)

2

3 Plant Engineer B.E. Mech. + 10Years Exp. Or Dip. Mech. +15 years Exp.

1

4 Quantity Surveyor B.E. Civil + 7Years Exp. Or Dip. Civil + 10 years Exp.

1


5 Soil & Material Engineer and Quality Control Engineer

B.E. Civil + 10 Years Exp ( including 5Years in Quality Control works)

1

6 Survey Engineer/ Surveyor

B.E. Civil + 5Years Exp. (with at least 2 years’ experience in survey works). Or Dip. Civil + 8 years Exp.

1

7 Electrical Engineer B.E. Electrical + 5Years Exp. Or Dip. Electrical + 10 years Exp

1

31.0 INSURANCE Clause no. 17 & 19 of GCC stands modified as under: EPI will take necessary CAR policy for the full period of execution of work including

Defect Liability Period for the full amount of value of work against all losses or damages from whatever cause arising. The necessary charges will be recovered on pro-rata basis proportionately which are binding on the bidders.

31.1 INSURANCE UNDER WORKMAN COMPENSATIONS ACT: The contractor is

required to take WC policy as per directions under clause no. 18.0 of GCC. 32.0 ELECTRICITY & WATER

To be arranged by the contractor on his own cost.

33.0 COMPENSATION FOR DELAY AND REMEDY (LIQUIDITY DAMAGES) As per Clause No. 72.1 of GCC. 34.0 ARBITRATION: General Conditions of Contract (GCC) Sub Clause no. 76.1 and 76.3 of Arbitration

Clause no.76.0 are amended as given below. Sub Clause No.76.2 will remain the same.

Clause No- 76.0 ARBITRATION

Clause No- 76.1 Before resorting to arbitration as per the clause given below, the parties if they so agree may explore the possibility of conciliation as per the provisions of Part III of the Arbitration and Conciliation Act, 1996 as amended by Arbitration and Conciliation (Amendment) Act, 2015. When such conciliation has failed, the parties shall adopt the following procedure for arbitration:

a. Except where otherwise provided for in the contract, any disputes and differences relating to the meaning of the Specifications, Design, Drawing and Instructions herein before mentioned and as to the quality of workmanship or materials used in the work or as to any other questions, claim, right, matter or things whatsoever in any way


arising out of or relating to the Contract, Designs, Drawings, Specifications, Estimates, Instructions, or these conditions or otherwise concerning the works of the execution or failure to execute the same whether arising during the progress of the work or after the completion or abandonment thereof shall be referred to the Sole Arbitrator appointed by the Chairman & Managing Director (CMD) of Engineering Projects (India) Limited (EPI) or any other person discharging the functions of CMD of EPI. The person approached for appointment as Arbitrator shall disclose in writing circumstances, in terms of Sub-Section of Section (12) of the Arbitration and Conciliation Act, 1996 as amended by Arbitration and Conciliation (Amendment) Act, 2015 as follows:

(i) such as the existence either direct or indirect, of any past or present relationship with or interest in any of the parties or in relation to the subject- matter in dispute, whether financial, business, professional or other kind, which is likely to give rise to justifiable doubts as to his independence or impartiality; and

(ii) which are likely to affect his ability to devote sufficient time to the arbitration and in particular his ability to complete the entire arbitration within a period of twelve months. The Arbitrator shall be appointed within 30 days of the receipt of letter of invocation of arbitration duly satisfying the requirements of this clause.

b. If the arbitrator so appointed resigns or is unable or unwilling to act due to any reason whatsoever, or dies, the Chairman & Managing Director aforesaid or in his absence the person discharging the duties of the CMD of EPI may appoint a new arbitrator in accordance with these terms and conditions of the contract, to act in his place and the new arbitrator so appointed may proceed from the stage at which it was left by his predecessor.

c. It is a term of the contract that the party invoking the arbitration shall specify the dispute/ differences or questions to be referred to the Arbitrator under this clause together with the amounts claimed in respect of each dispute.

d. The Arbitrator may proceed with the arbitration ex-parte, if either party, in spite of a notice from the arbitrator, fails to take part in the proceedings.

e. The work under the contract shall continue as directed by the Engineer-In- Charge, during the arbitration proceedings.

f. Unless otherwise agreed, the venue of arbitration proceedings shall be at the venue given in the “Memorandum” to the “Form of Tender”.

g. The award of the Arbitrator shall be final, conclusive and binding on both the parties.


h. Subject to the aforesaid, the provisions of the Arbitration and Conciliation Act, 1996 as amended by Arbitration and Conciliation (Amendment) Act, 2015 or any statutory modifications or re-enactment thereof and the Rules made there under and for the time being in force shall apply to the arbitration proceedings and Arbitrator shall publish his Award accordingly.

35.0 JURISDICTION: Clause No.76.3 of GCC, stands modified as under: The courts in Kolkata alone will have jurisdiction to deal with matters arising from the

contract, to the exclusion of all matters. 36.0 FINAL BILL The final bill will be submitted by the contractor within 90 days from the date of

acceptance of completion of work accompanied by the following documents: a) Completion certificate issue by the Engineer-in-Charge specifying the handing over of

the work including list of inventories (fittings & fixtures). b) Computerized stage wise payment schedule. c) No claim certificate by the contactor. d) No claim certificate from the sub-agencies / vendors engaged by the contractor. e) ‘As built’ drawings. f) Periodical services and measurement books. g) Drawings for layout of underground cables and details showing location of electric

cable joints etc. h) All operation and maintenance manuals. i) All statutory approvals from various state / central govt. local bodies, if required for

completion & handing over of the work as included in scope of Contractor. j) Manufacture’s guarantee of various machines / equipments installed as part of works. 37.0 QUALITY ASSURANCE PROGRAMME The following paragraph shall be added to clause no 81.0 of General Conditions of

Contract (GCC) as under: I The quality testing of materials are to be done as per the frequency of sampling &

testing prescribed in relevant code of different items of works. All mandatory tests of


materials shall be conducted at site laboratory and the tests not possible at site shall be tested outside through reputed laboratories like IIT (ISM), Dhanbad or NIT, Jamshedpur or BIT, Sindri (Dhanbad);

38.0 INSPECTIONS AND AUDIT BY EPI The Contractor shall permit EPI / JUIDCO or ULB and/or persons appointed by EPI /

JUIDCO or ULB to inspect the Site and/or the accounts and records of the Contractor relating to the performance of the Contract.

39.0 SAFETY PROCEDURES The Contractor shall:

a) Comply with all applicable safety regulations, b) Take care for the safety of all persons entitled to be on the Site, c) Use reasonable efforts to keep the Site and Works clear of unnecessary obstruction so

as to avoid danger to these persons d) Provide fencing, lighting, guarding and watching of the Works until completion and

taking over, and e) Provide any Temporary Works (including roadways, footways, guards and fences)

which may be necessary, because of the execution of the Works, for the use and protection of the public and of owners and occupiers of adjacent land.

40.0 QUALITY ASSURANCE The Contractor shall institute a quality assurance system to demonstrate compliance

with the requirements of the Contract. The system shall be in accordance with the details stated in the Contract.

The Engineer shall be entitled to audit any aspect of the system. Details of all

procedures and compliance documents shall be submitted to the Engineer for information before each design and execution stage is commenced. When any document of a technical nature is issued to the Engineer, evidence of the prior approval by the Contractor himself shall be apparent on the document itself.

Compliance with the quality assurance system shall not relieve the Contractor of any of

his duties, obligations or responsibilities under the Contract.

41.0 SITE DATA EPI shall have made available to the Contractor for his information, prior to the Base

Date, all relevant data in the EPI’s possession on sub-surface and hydrological conditions at the Site, including environmental aspects. EPI shall similarly make available to the Contractor all such data which come into the EPI’s possession after the Base Date. The Contractor shall be responsible for interpreting all such data.


To the extent which was practicable (taking account of cost and time), 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 same extent, the Contractor shall be deemed to have inspected and examined

the Site, its surroundings, the above data and other available information, and to have been 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. 42.0 AVOIDANCE OF INTERFERENCE

The Contractor shall not interfere unnecessarily or improperly with:

a. The convenience of the public, or

b. The access to and use and occupation of all roads and footpaths, irrespective of

whether they are public or in the possession of EPI or of others.

The Contractor shall indemnify and hold EPI harmless against and from all damages,

losses and expenses (including legal fees and expenses) resulting from any such

unnecessary or improper interference.

43.0 ACCESS ROUTE

The Contractor shall be deemed to have been satisfied as to the suitability and

availability of access routes to the Site at Base Date.

The Contractor shall use reasonable efforts to prevent any road or bridge from being

damaged by the Contractor’s traffic or by the

Contractor’s Personnel. These efforts shall include the proper use of appropriate

vehicles and routes.

Except as otherwise stated in these Conditions:

(a) the Contractor shall (as between the Parties) be responsible for any maintenance which

may be required for his use of access routes;


(b) the Contractor shall provide all necessary signs or directions along access routes, and

shall obtain any permission which may be required from the relevant authorities for his

use of routes, signs and directions;

(c) EPI shall not be responsible for any claims which may arise from the use or otherwise

of any access route;

(d) EPI does not guarantee the suitability or availability of particular access routes; and

(e) Costs due to non-suitability or non-availability, for the use required by the Contractor, of

access routes shall be borne by the Contractor.

44.0 CONTRACTOR’S EQUIPMENT

The Contractor shall be responsible for all Contractors’ Equipment. When brought on to

the Site, Contractor’s Equipment shall be deemed to be exclusively intended for the

execution of the Works.

The Contractor shall not remove from the Site any major items of Contractor’s

Equipment without the consent of the Engineer. However, consent shall not be

required for vehicles transporting Goods or Contractor’s Personnel off Site.

45.0 PROTECTION OF THE ENVIRONMENT

The Contractor shall take all reasonable steps to protect the environment (both on and

off the Site) and to limit damage and nuisance to people and property resulting from

pollution, noise and other results of his operations.

The Contractor shall ensure that emissions, surface discharges and effluent from the

Contractor’s activities shall not exceed the values stated in the Specification or

prescribed by applicable Laws.

46.0 PROGRESS REPORTS

Unless otherwise stated in the Particular Conditions, monthly progress reports shall be

prepared by the Contractor and submitted to the Engineer in six copies. The first report

shall cover the period up to the end of the first calendar month following the

Commencement Date. Reports shall be submitted monthly thereafter, each within 7

days after the last day of the period to which it relates.

Reporting shall continue until the Contractor has completed all work which is known to

be outstanding at the completion date stated in the Taking-Over Certificate for the

Works. Each report shall include:

a) Charts and detailed descriptions of progress.

b) Photographs showing the status of progress on the Site.

c) Copies of quality assurance documents, test results and certificates of Materials;


d) Safety statistics, including details of any hazardous incidents and activities relating to

environmental aspects and public relations; and

e) Comparison of actual and planned progress, with details of any events or

circumstances which may jeopardize the completion in accordance with the Contract,

and the measures being (or to be) adopted to overcome delays.

47.0 CONTRACTOR’S OPERATIONS ON SITE

The Contractor shall confine his operations to the Site, and to any additional areas

which may be obtained by the Contractor and agreed by the Engineer of EPI as

additional working areas. The Contractor shall take all necessary precautions to keep

Contractor’s Equipment and Contractor’s Personnel within the Site and these additional

areas, and to keep them off adjacent land.

During the execution of the Works, the Contractor shall keep the Site free from all

unnecessary obstruction and shall store or dispose of any Contractor’s Equipment or

surplus materials. The Contractor shall clear away and remove from the Site any

wreckage, rubbish and Temporary Works which are no longer required. Upon the issue

of a Taking-Over Certificate, the Contractor shall clear away and remove, from that part

of the Site and Works to which the Taking-Over Certificate refers, all Contractor’s

Equipment, surplus material, wreckage, rubbish and Temporary Works.

The Contractor shall leave that part of the Site and the Works in a clean and safe

condition. However, the Contractor may retain on Site, during the Defects Notification

Period, such Goods as are required for the Contractor to fulfil obligations under the

Contract.

48.0 FOSSILS

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

items of geological or archaeological interest found on the Site shall be placed under

the care and authority of EPI. The Contractor shall take reasonable precautions to

prevent Contractor’s Personnel or other persons from removing or damaging any of

these findings.

The Contractor shall, upon discovery of any such finding, promptly give notice to the

Engineer, who shall issue instructions for dealing with it. If the Contractor suffers delay

from complying with the instructions, the Contractor shall give a further notice to the

Engineer and shall be entitled subject to an extension of time for any such delay, if

completion is or will be delayed (Extension of time for Completion), and


After receiving this further notice, the Engineer shall proceed to agree or determine

these matters.

49.0 PLANT, MATERIALS AND WORKMANSHIP

49.1 MANNER OF EXECUTION

The Contractor shall carry out the manufacture of Plant, the production and

manufacture of Materials, and all other execution of the Works:

a) in the manner (if any) specified in the Contract,

b) in a proper workmanlike and careful manner, in accordance with recognized good

practice, and

c) with properly equipped facilities and non-hazardous Materials, except as otherwise

specified in the Contract.

49.2 SAMPLES

The Contractor shall submit the following samples of Materials, and relevant

information, to the Engineer for consent prior to using the Materials in or for the Works:

a) manufacturer’s standard samples of Materials and samples specified in the Contract, all

at the Contractor’s cost, and

b) additional samples instructed by the Engineer as a Variation. Each sample shall be

labeled as to origin and intended use in the Works.

49.3 INSPECTION

EPI shall at all reasonable times:

a) have full access to all parts of the Site and to all places from which natural Materials

are being obtained, and

b) during production, manufacture and construction (at the Site and elsewhere), be

entitled to examine, inspect, measure and test the materials and workmanship, and to

check the progress of manufacture of Plant and production and manufacture of

Materials.

The Contractor shall give EPI full opportunity to carry out these activities, including

providing access, facilities, permissions and safety equipment. No such activity shall

relieve the Contractor from any obligation or responsibility.

The Contractor shall give notice to the Engineer of EPI whenever any work is ready and

before it is covered up, put out of sight, or packaged for storage or transport. The


Engineer of EPI shall then either carry out the examination, inspection, measurement or

testing without unreasonable delay, or promptly give notice to the Contractor that the

Engineer does not require to do so. If the Contractor fails to give the notice, he shall, if

and when required by the Engineer, uncover the work and thereafter reinstate and

make good, all at the Contractor’s cost.

49.4 ROYALTIES

Unless otherwise stated in the Specification, the Contractor shall pay all royalties, rents

and other payments for:

a) natural Materials obtained from outside the Site, and

b) the disposal of material from demolitions and excavations and of other surplus material

(whether natural or man-made), except to the extent that disposal areas within the Site

are specified in the Contract.

50.0 FORCE MAJEURE

50.1 In this Clause, “Force Majeure” means an exceptional event or circumstance:

a) which is beyond a Party’s control,

b) which such Party could not reasonably have provided against before entering into the

Contract,

c) which, having arisen, such Party could not reasonably have avoided or overcome, and

d) which is not substantially attributable to the other Party.

e) Force Majeure may include, but is not limited to, exceptional events or circumstances of

the kind listed below, so long as conditions (a) to (d) above are satisfied:

I. war, hostilities (whether war be declared or not), invasion, act of foreign enemies,

II. rebellion, terrorism, sabotage by persons other than the Contractor’s Personnel,

revolution, insurrection, military or usurped

III. power, or civil war,

IV. riot, commotion, disorder, strike or lockout by persons other than the Contractor’s

Personnel,

V. munitions of war, explosive materials, ionizing radiation or contamination by radio-

activity, except as may be attributable to the Contractor’s use of such munitions,

explosives, radiation or radioactivity, and

VI. Natural catastrophes such as earthquake, hurricane, typhoon or volcanic activity.

50.2 NOTICE OF FORCE MAJEURE


If a Party is or will be prevented from performing its substantial obligations under the

Contract by Force Majeure, then it shall give notice to the other Party of the event or

circumstances constituting the Force Majeure and shall specify the obligations, the

performance of which is or will be prevented. The notice shall be given within 14 days

after the Party became aware, or should have become aware, of the relevant event or

circumstance constituting Force Majeure. The Party shall, having given notice, be

excused performance of its obligations for so long as such Force Majeure prevents it

from performing them. Notwithstanding any other provision of this Clause, Force

Majeure shall not apply to obligations of either Party to make payments to the other

Party under the Contract.

50.3 DUTY TO MINIMIZE DELAY

Each Party shall at all times use all reasonable endeavors to minimize any delay in the

performance of the Contract as a result of Force Majeure. A Party shall give notice to

the other Party when it ceases to be affected by the Force Majeure.

51.0 LABOUR

The Contractor shall, unless otherwise provided in the Contract, make his own

arrangements for the engagement of all staff and labour, local or other, and for their

payment, housing, feeding and transport.

The Contractor shall, if required by the Engineer of EPI, deliver to the Engineer of EPI a

return in detail, in such form and at such intervals as the Engineer of EPI may

prescribe, showing the staff and the numbers of the several classes of labour from time

to time employed by the Contractor on the Site and such other information as the

Engineer of EPI may require.

COMPLIANCE WITH LABOUR REGULATIONS:

During continuance of the contract, the Contractor shall abide at all times by all existing

labour enactments and rules made there under, regulations, notifications and bye laws

of the State or Central Government or local authority and any other labour law

(including rules), regulations, bye laws that may be passed or notification that may be

issued under any labour law in future either by the State or the Central Government or

the local authority. Salient features of some of the major laws that are applicable to

construction industry are given below. The Contractor shall keep EPI indemnified in

case any action is taken against EPI by the competent authority on account of

contravention of any of the provisions of any Act or rules made there under, regulations

or notifications including amendments. If EPI is caused to pay or reimburse, such

amounts as may be necessary to cause or observe, or for non-observance of the

provisions stipulated in the notifications/ byelaws/ Acts/ Rules/ regulations including


amendments, if any, on the part of the Contractor, the EPI/Employer shall have the

right to deduct any money due to the Contractor including his amount of performance

security. The EPI/Employer shall also have right to recover from the Contractor any

sum required or estimated to be required for making good the loss or damage suffered

by the EPI / Employer. The employees of the Contractor in no case shall be treated as

the employees of EPI at any point of time.

SALIENT FEATURES OF SOME MAJOR LABOUR LAWS APPLICABLE TO

ESTABLISHMENTS ENGAGED IN BUILDING AND OTHER CONSTRUCTION WORK:

a) Workmen Compensation Act 1923: - The Act provides for compensation in case of

injury by accident arising out of and during the course of employment. Gratuity is

payable to an employee under the Act on satisfaction of certain.

b) Payment of Gratuity Act 1972: - Conditions on separation if an employee has

completed 5 years’ service or more on death, the rate of 15 days wages for every

completed year of service. The Act is applicable to all establishments employing 10 or

more employees.

The Act Provides for monthly contributions by the Contractor plus workers @ 10% or

8.33%. The benefits payable under the Act are:

c) Employees P.F. and Miscellaneous Provision Act 1952:

I. Pension or family pension on retirement or death, as the case may be.

II. Deposit linked insurance on the death in harness of the worker.

III. Payment of P.F. accumulation on retirement/death etc.

d) Maternity Benefit Act 1951: The Act provides for leave and some other benefits to

women employees in case of confinement or miscarriage etc.

e) Contract Labour (Regulation & Abolition) Act 1970: - The Act provides for certain

welfare measures to be provided by the Contractor to contract labour and in case the

Contractor fails to provide, the same are required to be provided, by the Principal

Employer / EPI by Law. The Principal Employer / EPI is required to take Certificate of

Registration and the Contractor is required to take license from the designated Officer.

The Act is applicable to the establishments or Contractor of EPI, if they employ 20 or

more contract labour.

f) Minimum Wages Act 1948: - The Contractor is supposed to pay not less than the

Minimum Wages fixed by appropriate Government as per provisions of the Act, if the


employment is a scheduled employment. Construction of Buildings, Roads, and

Runways are scheduled employments.

g) Payment of Wages Act 1936: - It lies down as to by what date the wages are to be

paid, when it will be paid and what deductions can be made from the wages of the

workers.

h) Equal Remuneration Act 1979: - The Act provides for payment of equal wages for

work of equal nature to Male and Female workers and for not making discrimination

against Female employees in the matters of transfers, training and promotions etc.

i) Payment of Bonus Act 1965: - The Act is applicable to all establishments employing

20 or more employees. The Act provides for payments of annual bonus subject to a

minimum of 8.33% of wages and maximum of 20% of wages to employees drawing

Rs.3500/-per month or less. The bonus to be paid to employees getting Rs.2500/- per

month or above up to Rs.3500/- per month shall be worked out by taking wages as

Rs.2500/- per month only. The Act does not apply to certain establishments. The newly

set-up establishments are exempted for five years in certain circumstances. Some of

the State Governments have reduced the employment size from 20 to 10 for the

purpose of applicability of this Act.

j) Industrial Disputes Act 1947: - The Act lays down the machinery and procedure for

resolution of Industrial disputes, in what situations a strike or lock-out becomes illegal

and what are the requirements for laying off or retrenching the employees or closing

down the establishment. It is applicable to all establishments employing 100 or more

workmen.

k) Industrial Employment (Standing Orders) Act 1946: - (employment size reduced by

some of the States and Central Government to 50). The Act provides for laying down

rules governing the conditions of employment by the Employer / EPI on matters

provided in the Act and gets the same certified by the designated Authority.

l) Trade Unions Act 1926: - The Act lays down the procedure for registration of trade

unions of workmen and employers. The Trade Unions registered under the Act have

been given certain immunities from civil and criminal liabilities.

m) Child Labour (Prohibition & Regulation) Act 1986: - The Act prohibits employment of

children below 14 years of age in certain occupations and processes and provides for

regulation of employment of children in all other occupations and processes.

Employment of Child Labour is prohibited in Building and Construction Industry.


n) Inter-State Migrant workmen's (Regulation of Employment & Conditions of

Service) Act 1979: The Act is applicable to an establishment which employs 5 or more

interstate migrant workmen through an intermediary (who has recruited workmen in one

state for employment in the establishment situated in another state). The Inter-State

migrant workmen, in an establishment to which this Act becomes applicable, are

required to be provided certain facilities such as housing, medical aid, traveling

expenses from home up to the establishment and back, etc.

o) The Building and Other Construction workers (Regulation of Employment and

Conditions of Service) Act 1996 and the Cess Act of 1996: - All the establishments

who carry on any building or other construction work and employs 10 or more workers

are covered under this Act. All such establishments are required to pay cess at the rate

not exceeding 2% of the cost of construction as may be modified by the Government.

The Contractor of the establishment is required to provide safety measures at the

Building or construction work and other welfare measures, such as Canteens, First- Aid

facilities, Ambulance, Housing accommodations for workers near the work place etc.

The Contractor to whom the Act applies should obtain a registration certificate from the

Registering Officer appointed by the Government.

p) Factories Act 1948: - The Act lays down the procedure for approval of plans before

setting up a factory, health and safety provisions, welfare provisions, working hours,

annual earned leave and rendering information regarding accidents or dangerous

occurrences to designated authorities. It is applicable to premises employing 10

persons or more with aid of power or 20 or more persons without the aid of power

engaged in manufacturing process.

The contractor should possess required valid electrical license for executing the

building electrification works and should have executed similar electrical works required

for the subject work.

The contractor should possess required valid license for executing the water

supply/sanitary Engineering works and should have executed similar water

supply/sanitary Engineering works required for the subject work.


LIST OF APPROVED MAKES

CIVIL ITEMS:

Sl. No.

Description of Approved Material Approved Make

1 (a) Cement (OPC- Grade 43/53) Ultratech (L&T)/ Ambuja/ACC /Konark/ Birla

Gold/ Emami Double Bull/ /Lafarge

1 (b) White Cement JK White/ Birla White

2 Reinforcement Steel SAIL/ TISCON(TATA)/ VIZAG (RINL)

/JINDAL, ELECTROSTEEL

3 Structural Steel SAIL/ TISCON(TATA)/ VIZAG (RINL)

/JINDAL, ELECTROSTEEL

4. Glazed Ceramic Tile KAJARIA / JOHNSON/ SOMANI/ CERA

5. Ceramic Floor Tile KAJARIA / JOHNSON/ SOMANI/ CERA

6. Vitrified Tile KAJARIA / JOHNSON/ SOMANI/ CERA

8. Ply Wood, Shuttering Ply Conforming

to IS 303-1989 / IS 4990-1993

M/s. Century Plyboards (I) Ltd. / M/s. Green

Ply Industries Ltd.

9.

10. Fire Door Shakti Met-Door, Metaflex

11 Rolling Shutter Bengal Rolling Shutter, ' Standard',

'Swastik', 'Diana', 'Hercules',

12. Stainless Steel Section SAIL/ TATA

13. Stainless steel hardware for doors Dorma /Haffelle

14 Glazing Saint Gobain / Asahi Float Glass Ltd /

Hindustan Safety Glass Works Ltd. / Modi.

15.

Injection water proofing,

waterproofing coating, water

repellents Conc. Admixtures.

Plasticized PVC membrane of

waterproofing

Sika Qualcrete Ltd./ Structural

Waterproofing Co. / Pidilite Industries Ltd.

/ Fosroc / BASF. (The applicator has to

be certified by the water proof vendor)

16.

Synthetic Enamel Paints, Distemper,

Acrylic Emulsion Paints, Melamine

Coating , Aliphatic Acryl ate

I.C.I (I) Ltd. / Berger Paints (I) Ltd. /

Jenson & Nicholson (I) Ltd. / Asian Paints

(I) Ltd. / FOSROC Chemicals(I) Pvt Ltd .

17. Flush door ( Factory made ) M/s. Century Plyboards (I) Ltd. / Green ply /

Merino Industries

18.

Aluminium Sections and Extrusion

shall conform IS:733-1983 and

IS:1285-1975

HINDALCO / JINDAL

19. General Hardware


a) Latches, hinges etc. GODREJ / DORMA / HAFFELLE

b) Locks , Flush bolt GODREJ / DORMA / HAFFELLE

c) Handles GODREJ / DORMA/ HAFFELE

d) Screw Nettlefold / GKW / ND

e) Door Closure GODREJ / DORMA/HAFFELE

f) Floor Spring GODREJ / M/s. EVERITE Agencies Pvt.

Ltd. / M/s. Garnish

g) Aldrop ISI Marked

h)Tower bolt ISI Marked

I ) PVC Buffer block ISI Marked

J) Door Stopper ISI Marked

k) Patch fittings for toughened glass Dorma Systems

20.

Laminates DECOLAMǁ (Bakelite Hylam Ltd.) /

MERINOǁ (Century Laminating Co.

Ltd.)./ GREENLAM (GREEN PLY )

21 Kota stone ( Bluish grey/ Green ) Premium

22

Waterproof Adhesive for Tile / Slab

fixing to wall or floor

Terraco India (P) Ltd. / M/s. Pidilite

Industries Ltd. / M/s. Roffe Construction

Chemicals Pvt. Ltd.

23

Sealant Rhodorsil-33, Pidiseal A-11 & B-11 : M/s.

Pidilite Industries Ltd., Techseal RDL-600,

Techseal RDL- 940, Techseal RDL-1000 :

M/s. Choksey Chemical (P) Ltd. Roffseal :

M/s. Roffe Construction Chemicals Pvt. Ltd.

or Fosroc ., Sikk Polysulphide/ Dr. Fixit

Pidiseal PS (42 P) MYK.

24

Tile Jointing Materials ―Rainbow Tile Mate – HDǁ

(M/s. Roffe construction Chemicals Pvt.

Ltd.).

―Terragroutǁ (M/s. Terraco India (P)

Ltd.). or Fosroc

25 Decorative Ply (Teak / Cedar /

Mahegony /Walnut Veneer)

M/s. Century Plyboards (I) Ltd. / GREEN

PLY

26 Cement Based Exterior Textured ICI ( I ) Ltd / Asian Paints / Berger Paint (I)


Paint Ltd ./ Jenson & Nicholson

27 Glass Mosaic tiles Shon, Kent , Bisazza

28

Glass for structural glazing & canopy

(Coloured Reflective toughened

glass)

Saint Gobain / Hindustan Pilkington/ Ashai

float glass .

29 Silicone Sealant GE/Dow Corning

30. Aluminium composite panel Aluco bond ,Aludecor , Alstrong

31. MS Conduit pipe BEC /SUPREME/ AKG

32. PVC Conduit pipe PLAZA/PRECISION/POLYCAB/AKG/

Arkaylite/ Havells, JUVAS

33. Pre-constructional Anti-termite

( Chloropyriphos )

Pest Control India or approved by Engineer-

in- charge

34. Cement Primer ICI / BERGER / ASIAN PAINTS/ JENSON &

NICHOLSON

35. Textured Paint ICI / BERGER / ASIAN PAINTS/ JENSON &

NICHOLSON

36. Waterproofing acrylic emulsion

exterior grade paint

ICI / BERGER / ASIAN PAINTS/ JENSON &

NICHOLSON

37. Acrylic Polymer waterproofing coat SIKA / FOSROC / PIDILITE / ROFFE/ BASF

38. Expanding grout admixture SIKA / FOSROC / PIDILITE / ROFFE/ BASF

39. Integral waterproofing compound SIKA / FOSROC / PIDILITE / ROFFE

40. Waterproofing admixture SIKA / FOSROC / PIDILITE / ROFFE

41. Plasticizer SIKA / FOSROC / PIDILITE / ROFFE

42 APP Modified Bituminous membrane SIKA / FOSROC / PIDILITE / ROFFE

43 Aluminium anodized louver HUNTER DOUGLAS

44 Structural glazing JINDAL/HINDALCO .

45 Stainless steel handrail with baluster GODREJ / DLINE


46 Floor hardener Ironite / Feronite

WATER SUPPLY, SEWERAGE & DRAINAGE

Sl.

No. Description of Approved Material Approved Brand / Manufacturer

1. G.I. Pipes - medium class (As per

15- 1239, P - I )

TATA/JINDAL

2.

G.I. Pipe fittings (as perIS-1239, P -

II) ; of material with Galvanised Cast

Iron Fillings, with material code

conforming to IS- 1879

HB'/ "NB' /"ZOLOTO"/Leader / -"JSI" fittings

ISI approved Heavy

3. C.P. on brass fittings

CP Bib cock JAQUAR-Continental /CERA /ESSCO‗-

Delux‘ or ‗sumthing special‘/

―Marcǁ/―Hindwareǁ or as approved by

CP 'Long Nose' /or' Long Body' Bib

cock

- Do -

CP Angle valve - Do -

CP 'Concealed' Stop cock 'Heavy'

type with adjustable CP wall Flange

- Do -

CP Shower Rose - Do -

4.

Bronze /Gun metal-body

―Pressure- Releaseǁ valve with

threaded screwed ends, class (PN-

1.0) / or (PN-1.6) class

―Zolotoǁ- 1040A / Leaderǁ/ ―Santǁ /

―Neta

5. Gun metal body Ball Float valve with

PVC (High pressure) Ball Float

Zolotoǁ / Leaderǁ/ ―Santǁ / ―Neta

6.

15 mm dia. PVC Connector pipe

with Symet nuts at both ends. - ( for

Wash Basin Pillar tap &W.C. &Urinal

- Cistern connections)

PRAYAG or as approved by ENGINEER-IN-

CHARGE

7. Wall Outlet Connection Flexible Pipe

- 15mm dia

"Jaquar" / ―Esscoǁ/ ―Hindwareǁ

8.

Bronze /Gun metal-body Gate valve

with threaded screwed ends, "Non-

rising Spindle" type (PN-1.0) / or (PN-

1.6) class

Sant / ―Leaderǁ / ―Zolotoǁ-for Bronze

body / ―Netaǁ / SBM – ―Peglarǁ type


9. Bronze -body Globe valve with

'BSPT(F), threaded screwed ends,

"Non-rising Spindle" type (PN-1.0)

Valves of 'Zoloto', or 'Sant' or as approved by

ENGINEER-IN-CHARGE.

10.

CI body Gate /Sluice valve with

flanged ends rising Spindle" type (PN-

1.0) / or (PN-1.6) class

Sant‘ / Zoloto‘/Leader / Hawa‘

11. Pump for water supply. 'Willo'/ ǁKSBǁ / ―CRIǁ /

―Grundfosǁ/DP.pump

12. CP Urinal Spreader-15mm (for Urinals

only)

for all Toilets :- Hindware / "Parryware" or as

approved by ENGINEER-IN-CHARGE.

13.

Soil, waste & vent pipes / and Pipe

Fittings & Specials :- C.I. Centri cast

(as per 15- 3989)

'NECO' / 'HEPCO' / 'KAPILANSH DHATU

UDYOG (P) L TD.'

14. C.P. on brass fittings JAQUAR/ESSCO‗-Delux‘/Marc /Hindware

/CERA/

15.

C.P. on brass fittings C.P. Waste

Coupling, ii) C.P. Bottle Trap, iii) C.P

Robe Hook, iv) C.P. Towel Rail. v) CP

Two way Bib Tap

JAQUAR/ESSCO‗-Delux‘/Marc/Hindware

/CERA

16. CP Toil. Paper Holder - Do -

17. CP Towel Ring - Do -

18 CP Soap Dish Holder - Do -

19. CP Bottle Trap with CP wall

connection Pipe

- Do -

20. Sanitary Fixtures & Fittings

CP Robe Hooks - Do -

CP "Two-way" Bib cock - Do -

CP Shower Rose - Do -

21. Rigid PVC (Concealed) Waste

pipe, [Schdl.-40], (as per ASTM D

1785)- (concealed or exposed)

Supreme / Oriplast / Finolex/ Utkarsh


22. Rain Water Pipe Fittings :- 'Sand cast

Iron' -"SWR" class, as per (IS: 1792)

DO

23. ‗Salem‘ Stainless Steel Sink as per

AISI 304 (18/8) conforming to I.S.-

13983

"Hindware" "Hafele" '''Nirali' , 'Parryware'

24. Stone- Ware Pipes, and S.W. Pipe

Fittings

Sonali / GINNI / NIRALI / Hind

25. C. I. Manhole Cover ( I.S. - 1726)

- "Medium" or "Heavy" Grade' (Light

duty only on Oil/Grease Trap

NECO' / 'HEPCO'/ Swastika / ‗BPL‘/ ―BICǁ.

26. NP-2 class R.C.C. Pipes and Pipe

Fittings (i.e., RCC Collars etc.)

Eastern Spuncrete / ‗West Bengal

Concrete Industries (P) Ltd. /‗HINDUSTAN‘/

‗SUR‘./ or equivalent ISI approved Make.

27. Stone- Ware Gully Trap Sonali / GINNI / NIRALI / Hind / or equivalent

ISI approved make.

28. C. I. Grating- (Over Catch Pit I Yard

Gully Chamber), (I.S. - 1726) -

"Medium" or "Heavy" Grade

NECO' / 'HEPCO' / ‗BPL‘/ǁKapilansh

Dhatu Udyogǁ

29. Rain Harvesting Pump/ Agriculture

Pump of required capacity -.

'Willo'/ ǁKSBǁ / ―CRIǁ / ―Grundfosǁ/ DP

pumps/

30.

"Enclosed" Analogue type Water

Meter ("Bulk" Type), conforming to

IS- 2373 with Calibration Certificate,

including all necessary accessories.

"Dashmesh" / 'Kaycee" / "Capstan"/ ―Kentǁ.

31.

Bronze body "Parallel Slide" 'Blow-

off valve ("Spring loaded, blow-off

pressure sellable" type), with flanged

ends, also with matching Flanges

(PN-1.0) / or (PN- 1.6) class

Zoloto‘ / Sant –make / Leader.

32. Air-Release Valve Zoloto‘ / Sant –make / Leader.

Bronze body "Parallel Slide" 'Blow-

off valve ("Spring loaded, blow-off

pressure sellable" type), with flanged

ends, also with matching Flanges

(PN-1.0) / or (PN- 1.6) class


Bronze / Gun metal -body Ball valve

with 'BSPT(F), threaded screwed

ends, "quarter turn Lever operated"

type (PN-1) / or (pN- 1.6) class

Valves of Bronze body :-'Leader', 'Zoloto' –

Metal only:- Sant make / Leader.

33. Gaskets-CAF 'Full face' conforming to

IS- 2712, Gr.- C; (3mm thick)

"Klinger" / "Permanite" / "Champion".

34. CPVC and uPVC and HDPE pipe

including fittings

Ori-Plast /Suprim/Alom

35.

Pressure Reducing Valve , Blow-

offǁ VALVE : Bronze / Gun metal

Body,: Bronze/Gun metal Body, Non-

Return Valve (N.R.V) : C.I. Body

Zoloto, / "Sant" / ―Leaderǁ / ―Amcoǁ/ ―Hawaǁ)

36.

Sanitary wares (Vitreous chinaware):-

i) W.C. - (Indian type/ European Type)

- with'S' / 'P' - Trap - Floor mounted

type, without PVC Flushing Cistern

ii) Wash Basins - "Flat-back" type

rectangular pattern with ―Esscoǁ CP

Pillar Tap / or ―Swan neckǁ type

Mixer

Hindware,/ ―Parryware/ ―CERA / KOHLER

37.

Wall Mirror 6mm thick 'Modiguard' / 'Ashai' / or

equivalent as approved by ENGINEER-IN-

CHARGE, with 12mm thick hard-board

backing

38. W.C.:- Floor mounted

"Pedestal" type- W.C. -

'Hindware- /'Parryware'/'Cera' :-

39. Wash Basin 'Hindware- /'Parryware'/ 'Cera'

40. For WC flushing :- PVC 'Low-level'

"Dual- Flush" Cistern

Hindware' "SLEEK" or equivalent Parryware or

'Cera' Model.

ELECTRICAL ITEMS:

Sl. ITEM APPROVED MAKES

1 Diesel engine CUMMINS / CATERPILLAR / KIRLOSKAR

2 Alternator KIRLOSKAR / STAMFORD / AREVA

3 LT Cable termination materials DOWELLS / COMET / LOTUS


4 Air Circuit Breaker SCHNEIDER / ABB / L&T

5 MCCB / Contactor SCHNEIDER / ABB / L&T

6 MCB Distribution Board SCHNEIDER / ABB / L&T

7 MCB / RCCB / RCCBO SCHNEIDER / ABB / L&T

8 Power Factor Correction Relay SCHNEIDER / / L&T/EPCOS

9 Power Factor Correction Capacitors SCHNEIDER / EPCOS / L&T

10 Relays SCHNEIDER / SIEMENS / L&T

11 Meters SCHNEIDER /ENERCON/ AEI

12 Ammeter/Voltmeter selector switch L&T/ KAYCEE / SALZER

13 Indicating Lamp SCHNEIDER /SIEMENS/VAISHNO/ L&T

14 Push Buttons / Indicating Lamps SCHNEIDER /L & T (RISHAB) / SIEMENS

15 CT KAPPA / AUTOMATIC ELECTRIC / BCH

16 L. T. Power, control and signal cable HAVELLS / POLYCAB / CRYSTAL

17 Cu. Wires MESCAB / FINOLEX /HAVELLS

18 M.S. Conduit JINDAL / TATA / GST

19 PVC conduit & Accessories ISI Marked

20 Industrial Power Socket Outlets SCHNEIDER / ABB / L&T

21 Switches and Sockets modular type LEGRAND / CRABTREE / L&T

22 Lighting Fixture WIPRO / CG / PHILIPS

23 Wall/ Ceiling / Exhaust Fans USHA / CROMPTON / HAVELLS

24 Ductable Split Units LG / PANASONIC / CARRIER

25 Wall Mounted Split Unit LG / PANASONIC / CARRIER

26 Cable Tray FABRICATED / LEGRAND

27 EPABX UNIFY / CISCO / AVAYA

28 RJ 11 SOCKET LEGRAND/L&T/SCHNEIDER

29 RJ 45 SOCKET LEGRAND/L&T/SCHNEIDER

30 LAN Cable & Accessories HAVELLS / POLYCAB / CRYSTAL

31 UPS ETON/EMERSON

32 CCTV CAMERAS L&T/SCHNEIDER/ABB


33 PA SYSTEM along withall

accessories

BOSCH / HONEYWELL

34 TRANSFORMER VOLTAMP / SCHNEIDER /

35 HT BREAKER SCHNEIDER/ABB/L&T

36 HT XLPE CABLE HAVELLS / POLYCAB / CRYSTAL

37 11 KV RUBBER MAT ISI MARKED

38 11 KV HAND GLOVES ISI MARKED

39 ELECTRONIC LIGHTING PROLITE/

40 Fan Havells, Crompton, Bajaj

41 LED Lights Havells, Crompton, Bajaj,Surya

FIREFIGHTING MAKES

Sl. No. Description of

Approved Material/Item Approved Make

1 Relays Siemens / Schneider / L & T

2 Meters IMP / Neptune

3 Ammeter/Voltmeter selector switch Kaycee / Salzer / AE

4 Indicating Lamp Siemens/ Schneider

5 Wires (copper conductor) Mescab / Polycab/ Havells/ Nicco / Gloster

6 MCCB Siemens/ Schneider / L & T

7 CT Kappa

8 MS-Black Main Pipes-Hydrant

ERW (IS-1239) Butt weldable

/threaded IS:1239Part-I (Heavy)

JINDAL / TATA/ Nezone /Skipper‘

9 Gate valve(IS:210,GR-210) , Crawlie & Ray /Leader /Intervalve/Sant/

Zoloto/L&T Kirloskar/

10 Butter fly valve in C.S. lever /

Wheel operated to be fitted

between flanges, PN- 1.0 BS-5155

11 Foot Valve with Strainer as per IS-

4038

12 Sluice / Gate Valve.

13 N.R.V.

14 R.C.C. pipes (NP-3 Eastern Spuncrete / W.B. Concrete

Industries Pvt. Ltd./ Hindustan


15 Hydrant Valve IS-5290 Fire Shield /Minimax, Surex –all ISI marked

16 CP fire Hose with G.M. Nozzle. FireShield /Minimax, Surex – all ISI marked

17 Pressure Gauge FireShield /Minimax, Surex – all ISI marked

18 Hose Box FireShield /Minimax, Surex – all ISI marked

19

Fire Extinguishers

D.C.P.- 5 Kg.- including MS fastening

Clamps for mounting on alls/columns

CO2 4.5 Kg.- including MS fastening


Water CO2 including MS fastening


A B C – Powder type (Mono

Ammonium Phosphate base) - cluding

MS fastening Clamps for mounting on

walls/columns

Fireshield /Protector/ /Surex /Minimax-all ISI

approved

20 Pump BE Pumps/Kirloskar/KSB/ SAM TURBO

/WPIL /Grundfos or Equivalent 21 Y‘-strainer Kirloskar/Leader/ Sant /Zoloto

22 Pressure Release Valve Kirloskar/Leader/ Sant /Zoloto

23 Fire Sprinklers (both pendent & Up-

Right type)

‗TYCO‘ / ‗VIKING‘ / ‗Omex‘ / ―Centralǁ-

ELO 16/ Crawlie & Ray

24 FIRE ALARM PANEL DETECTORS 3

MODULES/ MCP (system sensor)

HONEYWELL-ESSER, Notifire, Simplex,

Morley- Edward 25 RESPONSE INDICATOR Approved matching Brand.

26 CABLE Finolex or equivalent

27 PVC CONDUIT Ori-Plast or other equivalent

28 FIRE ALARM PANEL HONEYWELL-ESSER,

29 Smoke Detector Siemens/Esser/Tyco

30 Heat Detector Siemens/Esser/Tyco

31 Manual Call Box ISI Approved Make

32 PC HP/Dell

33 Pressure Switch Indfoss ,/ Switzer

34 Lift OTIS/KONE/JOHNSON

All material must conform to relevant BIS specifications.


CODES & STANDARDS.

All the systems and equipment’s within the scope of this tender shall be of reputed proven

makes, designed and manufactured in accordance with the stipulations of latest versions of

Indian Codes. When equipment is offered conforming to standards other than those listed

below, it shall be clearly brought in notice of engineer in charge.

S.

No IS Code Description

1 IS:1646 Code of practice for fire safety of building (general), Electrical

Installations.

2 IS:1648 Code of Practice for fire safety of buildings (general), Fire Fighting

Equipment and its Maintenance.

3 IS:3034 Code of Practice for Fire of Industrial Buildings, Electrical Generating and

Distributing Stations.

4 IS:884 First Aid Hose Reel for Fire Fighting ( For Fixed Installations).

5 IS:2171 Portable Fire Extinguisher, Dry Powder Type

6 IS:2878 Portable Fire Extinguishers, CO2 type.

7 IS:1239 Part - I : Mild Steel Tubes (upto 150mm).

Part - II : Mild Steel tubulars and other wrought steel pipe fittings.

8 IS:778 Gunmetal gate, globe and check valves for general purposes.

9 IS:13095 Butter Fly Valve

10 IS:14846 Sluice Valve for water works purposes (50 to 1200mm size) –

Specification.

11 IS:5312 Swing Check type Reflux (Non-Return) Valves.

12 IS:940 Portable Fire Extinguisher ,Water CO2 Type.

13 IS:10204 Portable Fire Extinguisher, Foam Type.

14 IS:2190 Code of practice for selection, installation and maintenance of portable

First - Aid Fire Appliances.

15 IS:1520 Horizontal Centrifugal Pumps for clear, cold and fresh water.


16 IS:5290 Landing / Hydrant Valve

17 IS:8423 Controlled Percolation Hose for fire fighting.

18 IS:903 Fire Hose Delivery Couplings, Branch Pipe, Nozzles & Nozzle spanner.

19 IS:2062 Structural Steel (Fusion / Welding Quality ).

20 IS:325 Three Phase Induction Motor.

21 NBC National Building Code, Chapter – IV (Amendment No.3, January 1997).

22 IS:2189 Code of practice for selection, installation and maintenance of Automatic

Fire Detection and Alarm System.

23 IS:732 Code of practice for electrical wiring installations

24 IS:2217 Recommendations for providing first aid fire fighting arrangements in

public buildings.

25 IS:3844 Code of practice for installation of internal fire hydrant in multi-storeyed

buildings.

26 IS:3589 Mild Steel Tubes (200mm and above).


TECHNICAL SPECIFICATIONS The Technical Specifications provided herein for Pradhan Mantri Awas Yojana (Urban) (PMAY (U)) are as per NBC, IS 456, IS 800 and other relevant IS codes. In the absence of any definite provisions on any particular issue in the aforesaid specifications, reference may be made to the specifications of Affordable Housing Policy of Government of Jharkhand which provides the specifications of various items of works which may be taken as minimum and any item of lower specifications shall not be allowed. The Government of Jharkhand is committed to provide specification in line with the aforementioned policy, if not better, as indicated in the technical specifications given herein. 1. Excavation Measurement: The quantities set out for excavation and its subsequent disposal shall be deemed to be the bulk before excavating and no Allowance made for any subsequent variation in bulk or for any extra excavation unless otherwise shown on the drawing quantity of excavation shall be measured on the basis of vertical excavations required for the nominal concrete dimensions of The structural members of foundations. Lean concrete shall not be construed as structural concrete.

Quantities of excavation for service line trenches shall be measured for payment on the basis of vertical excavation faces for the specified with as shown on the drawing. Measurement for acceptably completed excavation work shall be made on the basis of number of cubic metre of material excavated for foundation and services trenches as shown on the drawing or as directed by the engineer- in –charge.

2. Dewatering : The contractor shall ensure that the excavation and the structures are free from water during construction and shall take all necessary precautions and measures to exclude the ground/ rain water so as to enable the works to be carried out in reasonably dry conditions in accordance with that construction program. Sump made for dewatering must be kept clear of the excavation/ trenches required for further work. The method of pumping shall be approved by engineer -in-charge, but any case, the pumping arrangement Shall be such that there shall be no movement of subsoil or blowing in due to differential head of water during pumping. Pumping arrangements shall be adequate to ensure no delay in construction. The de watering shall be continue for atleast 7 days after the last pour of the concrete. The contractor shall however, ensure that no damage to the structure results on stopping of dewatering.

The contractor shall study the subsoil condition carefully and shall conduct any test necessary at the site with the approval of the Engineer in charge to test the permeability and Drainage conditions of the subsoil for excavation, concreting etc. below the ground level.

The scheme for dewatering and disposal of water shall be approved by the engineer in charge. The contractor shall Suitably divert the water obtained from dewatering from such areas of site where are built up of water in the opinion of the engineer in charge obstructs the progress of the work, leads to unsanitary conditions stagnation, retard , the speed of construction and is detrimental to the safety of men, materials, structures and equipments.


The Contractor’s rate shall be considered inclusive of cost of dewatering required, if any and no extra rate shall be payable on this account.

3. Reinforcement Cement Concrete: RCC Comprises of formwork, reinforcement and concrete.Payment of reinforcement cement concrete Shall be item wise as specified in the BOQ. Concrete shall be classified by its compressive strength at the 28 day. The concrete date shall be as designated in table 2 of IS 450 -2000.

Bill of quantities Shall specify various types of concrete aimed to be used in the project. It shall be the contractor’s responsibility to carry out design mixes and approval of the Engineer in charge. well in advance of the actual pouring of concrete at the site in the permanent works

The basic aim of mix design shall be to find the most economic proportion of cement, aggregate and water which will give the desired target mean strength of concrete, workability and durability for a specified grade of concrete. also it is important that the mix should be easily workable with the help of equipment available at site the operations involved are measurement of material, their mixing, placing, compacting, finishing required and curing. The design shall be carried out strictly to IS specifications and IS code of practice namely IS 456-2000 SP -23-1982.

In order to ensure that not more than the specified proportions of test results are likely to fall below the characteristic strength, the concrete mixed has to be designed for higher average compressive strength for a specified grade of concrete and the same is defined a target mean strength.

4. Foundation & Plinth Reinforcement Steel: High corrosion resistance Fe 500/TMT bars conforming to IS 1786:2008 reinforcement steel to be used. Plinth filling: The plinth shall be filled with excavated soil (excluding clayey/black cotton soil) or new soil in layers not exceeding 15 cm or river/ local sand used for plinth filling e.g. Ganga sand, etc (including watering/ ramming for proper compaction). 5. Water proofing(APP) on roof slab and chajjas Atactic Poly-propylene Polymer (APP) modified prefabricated five layer 3mm thick water proofing membrane, black finished, reinforced with nonwoven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/ sqm shall be provided on roof slab and chajjas for water proofing. 6. Brick work in foundation and superstructure 6.1 In Foundation/Plinth Red brick masonry work (brick conforming to 75 A) of required thickness as per design shall be used in foundation in 1:6 cement mortar (with Ordinary Portland Cement (OPC) Grade 43/ Portland Slag cement). The brick work in external walls shall be laid over sand filling followed by PCC in 1:4:8 of 100 mm thick. The depth of this wall in plinth (upto plinth band


level) shall be got approved by Engineer-in-charge; however, this depth shall be 450 mm unless until stated otherwise. Alternately, R.C.C band at ground level in M-20 concrete can be provided over which the red brick masonry work can be done upto plinth level. 6.2 In superstructure (including parapet wall) Fly Ash brick masonry work (Bricks conforming to IS 12894 of 2004) shall be used in outer walls of superstructure in 1:6 cement mortar (with Ordinary Portland Cement (OPC) Grade 43/ Portland Slag cement). The outer wall shall be of full brick size (230 mm). The inner wall shall be in pre-cast concrete hollow blocks (150/100 mm), conforming to IS 2185 Part-I: 2005. 6 mm dia. mild steel Reinforcement shall be provided at every 4th course (embedded in cement mortar or otherwise) in the pre-cast concrete hollow block masonry work. The parapet wall over roof slab on the periphery will be in full brick size (230 mm) laid in 1:4 cement mortar (with Ordinary Portland Cement (OPC) Grade 43/ Portland Slag cement). 7. Plastering work (Internal and external) 7.1 Internal wall plaster: 12mm thick cement plaster in 1:6 cement mortar (with Ordinary Portland Cement (OPC) Grade 43/ Portland Slag cement) with clean coarse sand of FM 1.5, in single layer. 7.2 External wall plaster: 20 mm thick cement plaster in 1:4 cement mortar (with Ordinary Portland Cement (OPC) Grade 43/ Portland Slag cement) with clean coarse sand of FM 1.5, in single layer. Cement punning shall be provided of 1.5mm thick upto plinth band level in all building immediately after external plaster. 7.3 Ceiling plaster: 6 mm thick cement plaster in 1:3 cement mortar (with Ordinary Portland Cement (OPC) Grade 43/ Portland Slag cement) with clean coarse sand of FM 1.5, in single layer. 7.4 Plaster in Chajjas: 6 mm thick cement plaster in 1:3 cement mortar (with Ordinary Portland Cement (OPC) Grade 43/ Portland Slag cement) with clean coarse sand of FM 1.5, in single layer with suitable rain cuts along three edges of the chajja. The raincuts should be prepared with proper plastering (beat work) instead of simply pointing work. 7.5 Plastering with cement mortar (as mentioned above/ BOQ) one coat to walls inside at

all heights, floated hard and trowelled to get a smooth finish, provision of grooves/mesh as


desired by the engineer-in-charge in joints or where ever required, provision of scaffolding/staging to complete the works, at any height, including the surface preparation, curing etc. complete to the satisfaction of the Engineer –in Chrage or the authorized person of EIC.

7.6 The rate for plastering also includes, the precaution works as follows to avoid any

cracks in plastering in joints,

a. Any cracks which appear in the surface and all portions which sound hollow when

tapped, or are found to be soft or otherwise defective, shall be cut out in rectangular

shape and redone as directed by the Engineer-in-Charge.

b. When ceiling plaster is done, it shall be finished to chamfered edge at an angle at its

junction with a suitable tool when plaster is being done. Similarly when the wall plaster

is being done, it shall be kept separate from the ceiling plaster by a thin straight groove

not deeper than 6 mm drawn with any suitable method with the wall while the plaster is

green.

c. To prevent surface cracks appearing between junctions of column/beam and walls, if

required,chicken wire mesh should be fixed with U nails before plastering the junction,

as per the direction of Engineer-in-charge. The plastering of walls and beam/column in

one vertical plane should be carried out in one go. No extra cost or payment shall be

made for providing and fixing chicken wire mesh with U nails separately.

8. Cement punning Cement punning shall be done over slab (wardrobe shelf of rooms and slabs below kitchen deck slab) which will be 1.5 mm thick with Ordinary Portland Cement (OPC) Grade 43/ Portland Slag cement). 9. Plain Cement Concrete: Plain cement concrete or mud mat of 1:4:8 (one OPC cement of grade 53, four sand of FM 2.5-3.0, eight aggregates of metal grade III: 50-25 mm) shall be used below footing, wherever required. Plain cement concrete of 1:3:6 (one OPC cement of grade 53, three sand of FM 2.5-3.0, six aggregates of metal grade III: 50-25 mm) shall be used below flooring, below bottom reinforced concrete slab of septic tank etc, wherever required as directed by EIC. 10. Reinforcement Fe500 confirming to IS 1786:2008 High corrosion resistant -TMT Bars of TISCON (TATA), SAIL, JINDAL, VIZAG (RINL) or Electro-steel.


11. Flooring, Skirting and Dado Sub-Base for Flooring in Ground floor In ground floor before flooring 75 mm local sand shall be filled and properly rammed after providing adequate water OMC for proper compaction. Over this sand layer, one flat brick soling with 75A bricks shall be provided and the joints filled with local sand. Over the flat brick soling 100 mm thick PCC 1:3:6 of M10 Grade shall be provided which will form the sub-base for flooring in the ground floor. Floor Tiles of bedroom, hall, living room, balcony and passage/ lobby Vitrified floor tiles 600mm X 600mm X 8mm thick conforming to IS: 15622/ISO 13006, of approved make, colour and shades, laid on 20mm thick 1:4 cement mortar (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., shall be provided in floor of bedroom, hall, living room, balcony and passage/ lobby. Skirting of similar material of 150 mm height shall be provided. APP over sunken slab in Bath/ Toilet Atactic Poly-propylene Polymer (APP) modified prefabricated five layer 3mm thick water proofing membrane, black finished, reinforced with nonwoven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/ sqm needs to be provided in Sunk slab of Bath/ Toilet for water proofing. Fill Material- Before laying Floor tiles in bath/toilet the space between sunken slab and floor need to be filled by lightweight materials with negligible pores such as fly ash etc. Floor of Kitchen and Bath/ Toilet Ceramic antiskid tiles in floor of size 300mm X 300mm X 6mm thick conforming to IS : 15622, in approved make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., shall be provided in floor of Kitchen and Bath/ Toilet. Dado/ Wall Tile Work in Kitchen and Bath/ Toilet In Kitchen- The skirting will be 150mm high and will be of the same material of which the floor has been provided in the kitchen. In dado, ceramic glazed tiles of size 300mmX300mm X 6mm thick conforming to IS: 15622, in approved make, colour, shade laid on 12 mm thick Cement Mortar 1:3 (1 cement : /3 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete shall be provided upto a height of 600mm above kitchen counter top all along the adjacent wall of the kitchen counter top including window sill and window side wherever applicable. In Bath/ Toilet- In dado of Bath/ Toilet, ceramic glazed tiles of size


300mmX300mm X 6mm thick conforming to IS : 15622, in approved make, colour, shade laid on 12 mm thick Cement Mortar 1:3 (1 cement : /3 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete shall be provided upto a height of 2 m from floor level in all walls of bath/toilet. Floor of Staircase Kota stone of minimum thickness 25mm shall be used for flooring in risers and treads of steps, skirting and/ or pillar laid in minimum 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the kota stone including rubbing and polishing complete. Single stone is to be used for riser and treads of steps and the size of kota stone should be chosen such there should be no horizontal joints in the skirting of the stairs. The height of the skirting should be such that from the outer edge of the tread the skirting should be atleast 150mm in height. The upper edge of the skirting should be in straight line. 12. Doors and Door Frames Pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface all complete. Two coats of synthetic enamel paint of approved shade and make over steel door frame surface after cleaning the surface thoroughly shall be provided. The frame shall be fixed with adjustable lugs with split end tail to each jamb. External Doors: Minimum 30mm thick solid core type non-decorative single leaf flush shutter conforming to IS 2202-1 (1999) with black board core blended with high quality phenol formaldehyde synthetic resin both side commercial veneeres of standard make for external doors. Internal Doors: Minimum 25mm thick flush door shutters non decorative type, conforming to IS : 2202 (Part 1), interior grade, commercial type, core of block board construction with frame of first class hard wood and well matched commercial ply veneering with vertical grains, cross bands and face veneers on both faces of shutters. The doors in the bath/ toilet will be provided with aluminum metal sheet all over its face in inner side. There will be no painting on the inner side of the bath/ toilet door however, two coats of primer with anti-termite solution mixed suitable shall be provided. Both external and internal doors will include hinges, should be all complete with ISI Mark Powder coated (minimum thickness of powder coating 50 micron). Aluminum Door fittings namely Tower Bolt: 150 x 10 mm, Sliding Pad Bolt: 250 x 16mm, Handle: 125 mm and Floor Door Stopper: Single Rubber Stopper.


Painting: Two coats of synthetic enamel paint over one coat of wood pink primer of approved shade and make over new wooden surface after cleaning and smoothening of wooden surface with sand papers of appropriate numbers all complete. Fire Door and Door Frame in Fire Staircase: Fire resistant door frame shall be provided in fire staicase of section 50 x 60 mm on horizontal side & 35 x 60 mm on vertical sides having built in rebate made out of 1.6 mm thick GI sheet ( Zinc coating not less than 120gm/m²) suitable for mounting 120 min Fire Rated Glazed Door Shutters. The frame shall be filled with Mineral wool Insulation having density min 96Kg/m³. The frame will have a provision of G.I. Anchor fasteners 14 nos ( 5 each on vertical style & 4 on horizontal style of size M10 x 80 ) suitable for fixing in the opening along with Factory made Template for SS Ball Bearing Hinges of Size 100x89x3mm for fixing of fire rated glazed shutter. The frame shall be finished with a approved fire resistant primer or Powder coating of not less than 30 micron in desired shade. 60 mm thick glazed fire resistant door shutters in fire staircase of 120 min fire rating confirming to IS:3614 (Part II) or EN1634-1:1999, tested and certified as per laboratory approved by Engineer-in-charge, with suitable mounting on door frame, consisting of vertical styles, top rail & side rail 60 mm x 60 mm wide and bottom rail of 110 mm x 60 mm made out of 1.6mm thick G.I. sheet (zinc coating not less than 120gm/m²) duly filled mineral wool insulation having density min 96 kg/m³ and fixing with necessary stainless steel ball bearing hinges of size 100x89x3mm of approved make, including applying a coat of approved fire resistant primer or powder coating not less than 30 micron. 13. Windows, Ventilator and Associated Grill Aluminum work for windows and ventilators with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of approved dia and size; including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. Including Glazing, paneling and dash fasteners. Powder coated Aluminum sections shall be used (minimum thickness of powder coating 50 micron) with float glass panes of minimum 4.0 mm thickness. The aluminum plate wherever used of 1.5mm thickness. M.S. grill made of 20mm x 6mm M.S. flat or 10mm square bar with minimum 18 Kg per sqm as per approved drawing, properly fabricated with joints continuous fillet welded and finished smooth or as approved by Engineer In charge for windows & ventilator. Two coats of synthetic enamel paint of approved shade and make over a coat of red oxide zinc chromate primer after cleaning the surface thoroughly all complete. 14. Railing in Balcony and Staircase


Railing in Balcony and Staircase will comprise of Steel work welded in built up sections of height not less than 1.2m with minimum 18 Kg per sqm 16 guage properly fixed and applying two coats of synthetic enamel paint over a priming coat of red oxide zinc chromate primer. Over the steel work circular pipe will be welded which will be also painted as the steel work are painted. Railing work shall conform to IS 1239-1 (2004) 15. Kitchen Countertop and Shelf Countertop- The kitchen countertop base slab shall be constructed with RCC 1:1.5:3 M-20 concrete with 6mm and down stone chips and 6mm dia MS Bars. The Thickness of the slab will be 50 mm. Over this slab, 600mm x 25mm thick Kota stone shall be provided. The stainless steel sink will be adjusted suitably and shall be in level flushed with the kitchen finished countertop so that the water on the kitchen countertop finds way smoothly to the sink. Kota Stone shall also be provided in the core of the kitchen slab, flushed with the outer edge of the horizontal slab. The Kota stone should be fixed with cement mortar 1:3. Shelf Below Kitchen Platform - The space below the kitchen platform shall be constructed with RCC 1:1.5:3 M-20 concrete with 6mm and down stone chips and 6mm dia MS Bars suitably divided in two parts in order to accommodate gas cylinder in one part. In the remaining part between the kitchen platform and the floor one horizontal RCC slab of 50mm thickness shall be provided for accommodating kitchen utensils and other kitchenware. This slab needs to be finished with 1:3 cement mortar and 1.5 mm thick cement punning. The lowest enclosure of the shelf shall be 75mm above floor level. Shelf Above Lintel in kitchen- The Shelf above lintel level of 63mm thickness which shall be 60cm projection along three sides of wall shall be constructed with RCC 1:1.5:3 M-20 concrete with 6mm and down stone chips and 6mm dia MS Bars. The slabs needs to be finished with 1:3 cement plaster and 1.5mm thick punning over it. The color wash of the room shall be applied on this slab also after finishing with plaster etc. 16. Shelf in Bedroom and Drawing Hall The Shelf in bedroom and drawing hall shall be of 63mm thickness shall be RCC 1:1.5:3 M-20 concrete with 6mm and down stone chips and 6mm dia MS Bars suitably partitioned so as to hang coats, sarees, etc in one upper part and the remaining portion can be sub divided to keep folded clothes, books, etc. A hanging rod shall be provided for hanging coat, sarees etc. All the slabs needs to be finished with 1:3 cement plaster with 1.5mm thick punning on its top and front face. The lowest enclosure of the shelf shall be 75mm above floor level. The Shelf above lintel level shall be constructed of 75mm thickness and 750mm projected in all sides of wall in bedroom which shall be constructed in RCC 1:1.5:3 M-20 concrete with 6mm and down stone chips and 6mm dia MS Bars. All the slab needs to be finished with 1:3 cement plaster with 1.5mm thick punning and 1.5mm thick punning over it. The color wash of the room shall be applied on this slab also after finishing with plaster etc.


17. Terrace and Parapet Wall Staircase tower shall vertically extend as per the typical drawing to have sufficient head room which will be covered with RCC slab of thickness as per design with minimum M-20 concrete. APP water proofing will be applied over the staircase roof also. The staircase tower roof slab will necessarily have to be projected so that the water cut can be provided in the projected portion which will avoid rain water flowing from the roof top finding way directly through walls. The vertical walls of the staircase tower will be 230mm thick constructed by Fly ash brick. Wall all around the roof in parapet will be 1m high 230 mm thick full brick/ concrete wall. The parapet wall will be plaster from inside 1:4 cm and 1:3 cm plaster on top. 1.5mm cement punning will be done on the flat top portion of the parapet wall. All terrace and parapet walls shall be finished with Premium exterior acrylic smooth paint silicone additives. (Two or more coats applied @ 1.43 ltr/ 10 sqm over priming coat of cement primer applied @ 2.20 kg/ 10 sqm). 18. Painting Internal walls and ceiling- Painting with two coats of interior acrylic emulsion paint of approved shade (however, for ceiling only white color paint shall be used) and make over surface smoothened after applying Birla putty or equivalent of any other make of 2mm thickness and providing over it a primer coat of cement primer. Exterior walls with Premium exterior acrylic smooth paint silicone additives. (Two or more coats applied @ 1.43 ltr/ 10 sqm over priming coat of cement primer applied @ 2.20 kg/ 10 sqm) Wooden Work- Two coats of synthetic enamel paint over one coat of wood pink primer of approved shade and make over new wooden surface after cleaning and smoothening of wooden surface with sand papers of appropriate numbers all complete. Steel Surface - two coats of synthetic enamel paint of approved shade and make over steel surface after cleaning the surface thoroughly all complete. 19. Internal Sanitary and Collecting Chamber India Water Closet (I.W.C) Viterous white glazed earthen ware I.W.C. conforming to IS 2556 Part-III of approved make with attached footrest (Preferably Orrisa Squatting Pan in white color of size 580x440x300 mm) with 100mm H.C.I. 'P' or ‘S’ trap and not less than 5 Litre low level plastic cistern of approved make in white color with brass stop cock (weight 50gm or more), PVC connection


pipe etc all associated fittings to complete the job which can be utilized by the residents thereafter. Wash Basin Viterous white glazed earthen ware wash hand basin of minimum size 450mm x 300mm of approved make conforming to IS 2556 Part IV of flat back of one piece construction including combined overflow basin single tap hole of size 28 sqm or 30mm rounded. The basin shall have circular waste hole or 5sqcm slot type overflow supported on painted C.I. or R.S. cantilever brackets conforming to IS 775(use of MS angle or Tee section as bracket not permitted) with 32mm C.I. brass waste, 15mm dia C.I. body brass spindle stop cock of approved quality and weight not less than 330 grams, 32mm P.V.C. waste pipe 750mm long with brass coupling at one end all to be put to use for residents. A suitable brass bib cock with chromium coated not less than 400gms should be mounted on the wash basin. Drainage of Domestic Water Sewage disposal from WC & waste water from kitchen & Bathroom has to be taken out with suitable dia PVC pipe, “S/P” trap & fittings including steel/ strainers as required. It shall be responsibility of contractor to make essential arrangements for disposal of rain water from terrace (roof slab) by providing proper gentle slope in the roof/ terrace slab and by providing appropriate PVC/uPVC pipes of size between 75 to 100mm dia conforming to IS 13592 and fittings conforming to IS 13591, free from cracks, flaws and defects and shall be able to withstand the water pressure all complete. The connection between two pipes shall be made with approved sealant and the joint should be leak proof. The PVC pipe should be fastened to the wall with suitable fasteners at desired location as per IS code in this regard. All the roof top water should be taken to the nearby rain water harvesting collection pit so that the water so collected can be gainfully utilized in recharging the water table. Miscellaneous Items to be put in the Dwelling Units Following items shall be provided by the contractor in each Dwelling Unit:-

a) C.P. brass towel rail 600mm long and 20mm dia with two C.P brass bracket coated. The rail shall be coated with chromium plated of thickness not less than grade no. II of IS 4827.

b) C.P. brass soap dish container medium quality with screw and hinges etc.

c) C.P Brass towel ring of dia 175mm and thickness not less that 8mm.

d) Stainless Steel A ISI 304 (18/8) Kitchen Sink (Inner dimension 550 x 400mm, depth

200mm) shall be provided in Kitchen with compatible Stainless steel drain board (min. thickness 1 mm) as per IS : 13983 with C.I. brackets and stainless steel plug 40 mm to be placed flushed with kitchen slab. The gap between board and platform/wall shall be finished with white/matching cement.


Other Attachments related to PHE works Male ended 15mm dia brass bib cock shall be provided of approved quality (Wt. not less than 400 gms.) with extra socket all complete; One for Bathing purposes in the bathroom and one near I.W.C and one for Kitchen sink (This does not include the tower bib cock which will be put on the wash basin). Duct portion up to plinth level shall be constructed as collecting chamber and covered with flag stone. The above list may not be complete and suitable additions may be suggested with contractor has to comply with. 20. Internal Water Supply The internal water supply will be through PVC pipes (except for toilet where uPVC shall be used with fittings of specified dia including laying, fixing, cutting, jointing, painting etc for vent overflow, waste water pipeline etc. The pipe and fitting shall conform to series IV of IS 4985 - 1978 PVC pipes and fittings (Bend, Tees, Unions, reducers, etc) shall be free from cracks, flaws, defects and shall be able to withstand requisite pressure. 15mm CP brass bib cock not less than 400 gm with 15mm dia UPVC pipe. The water supply pipe connecting various floors should be 25 mm UPVC pipe. The distribution pipelines in various floors should be done with 20mm dia pipes unless until directed otherwise. The spacing between clamps for internal pipes shall be around 700mm for horizontal runs and 1000mm for vertical runs. Construction/ Installation of RCC water tank/ polyethylene water storage tank(s), ISI: 12701 marked as approved by Engineer in charge on roof of every building. The capacity of the tank should be computed as per latest CPHEEO Manual for each Dwelling Unit. RCC water tank should have proper manhole (with CI cover) and flushing hole to dispose off water at the time of cleaning. Proper arrangement for a person to enter the water tank (for Cleaning shall be made). The RCC tank, if constructed, should be properly plastered from within by 20mm 1:3 cement mortar plaster with suitable waterproofing agent with 2mm thick cement punning on all the walls and bottom slab. All other fitting and installations required for healthy living the residents in line with the Affordable Housing Policy need to be provided by the contractor at their cost if directed. Although stated earlier, it is reminded that there should be 4 water points in each dwelling unit- 2 in bath room (1 near WC and 1 for bathing purpose), 1 in kitchen and 1 in the basin. Gun metal full way valve with each Overhead tank shall be provided. Unions, non- return valves and other fittings are to be provided as per requirement for ease of operation and maintenance.


The contractor will be wholly and solely responsible for providing house service connection joining the external pipeline with individual dwelling units of each block. 21. Internal Electrification and Panel Room

i. 5 nos. light points, 1 no tube light point, 2 nos. fan points and 4 nos. Plug socket points, all of 5 Amp in each dwelling unit all complete with Piano Type switch and socket.

ii. 15 Amp Plug Socket Point with fittings 2 Nos (1 for Kitchen and 1 for Hall), Telephone socket and T.V antenna socket in each dwelling unit.

iii. 2 pin ceiling rose on the junction box at suitable location needs to be in all building blocks

iv. Ceiling Fan and Fan Regulator- 1200mm Sweep, double ball bearing, 2 canopy ceiling fan shall be provided along with electronic step mini fan regulator in each dwelling unit.

v. Bulb and Batten/ Angle holder- LED Bulbs of minimum 9/12W shall be provided at suitable locations along with batten/ angle holder all the building blocks.

vi. Electronic Call bell shall be provided for each dwelling unit. vii. In addition, one light point shall be provided outside the main door of each DU. viii. 1.5 sq mm. stranded copper wiring with concealed PVC conduit pipe. ix. 16 Amp. M.C.B. including required size of Switch Board. x. 2+4 way MCB 240 Volts SPN MCB-1 no for each DU xi. 6- 32 A SP MCB 240 volts, 'C' curve-2 nos for each DU xii. 40 A SP MCB 240 volts, 'D' curve-1 no for each DU

The internal as well as external wiring in the houses constructed under PMAY will be fully concealed. All material should be conforming to I.S.I. standard and relevant IS Codes and before using the same it shall be approved by EPI’s Representative. 4 nos. plate earthling with necessary fittings/ wiring all complete for every building shall be provided in each building. Lightening conductor with all accessories shall also be provided as per relevant norms. Meter room should be constructed separately. Contractor shall also provide all electrical works upto meter board Panel. Suitable Illumination at the following places in the building also will be the responsibility of the contractor:

i. Staircase at Suitable landings. ii. Roof at suitable place. iii. Near Common Meter Panel. iv. Back of the building.


All other fitting, installations and wiring required for healthy living the residents in line with the Affordable Housing Policy need to be provided by the contractor at their cost if directed. 22. Fan Hook Fan hooks of 16mm dia M.S. bar & suitable length, bent to required size and shape, placed in position and fixed in the R.C.C. slab / beam at the time of casting. 23. Roof Top Rain Water Harvesting arrangement (including recharging pit) Rain water harvesting system associated with 80-100m deep, 100-150 mm dia tube well (extending upto fracture zone/ GW aquifer), recharge pit of length and width varying between 5-7 mt and depth about 6 metres with five layers of coarse sand & gravels upto natural ground level with stainless steel wire mesh suitably tied on the top of 10-15 cm and Rain Water Harvesting recharge Pit (As per Typical Drawing) for each block. Before the recharge pit, an inspection chamber (Pre-chamber) shall be constructed, where the water will be retained for some time before letting into the recharge pit. Water will be brought from the roof top catchment, first to the pre-chamber and then to the recharge pit through 75mm PVC pipe. For designing the rainwater harvesting pit, the manual of CPWD on Rain water harvesting has to be referred to/ followed. The Ground Water Directorate of Water Resources Department, Government. of Jharkhand has also brought out a booklet on Rain Water Harvesting which can be obtained from them. Their email id is- [email protected]). 24. Expansion Joint To be constructed as per relevant I.S. code in this regard. 25. Internal Road Work The Cement Concrete road will be 200mm thick M-20 Concrete with proper camber laid over lean concrete of 100mm thick M-15 with extra 300 mm on each side of the road. Lean concrete shall be laid on 150 mm sand filling. The width of the road ideally should be 4.5m but may increase as per the site condition. For details of footpath, drains along the road, etc, the typical sectional drawings can be referred to. 26. Sewer Drain Manhole- Brick masonry manhole chamber 800x900mm, R.C.C. Slab top in 1:1.5:3 concrete mix P.C.C- 150 mm thick (P.C.C. 1:3:6). Pipe- 150mm Dia, 225mm Dia & 300mm Dia RCC Hume Pipe including fitting accessories. The house service connection between individual dwelling units and the sewer drain as well as the sewer drain and main truck drain will be the responsibility of the contractor.


27. Landscaping/ Green Space/ Park (Must be 10% of the total project area at each site)

i. Soil filling -Good Earth + cow dung / dump manure. ii. Plantation -Doob grass, Hedges & Furns, Adansonia digitata (Kalp vricksh),

Bauhinia Acuminata shrub in earthen Pot, etc all complete on fine dressed ground. iii. Making Brick Side Edging, Lawn Turf etc all complete.

28. Under Ground Water Tank/Sump Well Including Pumping Arrangement

i. R.C.C. M-25 or more as per approved design with special water proofing.] ii. 150 mm thick (P.C.C. 1:4:8). iii. Crushed Stone Dust of Sand/Moorum filling around the water tank in case of clayey

soils to avoid pressure on the tank due to expansion of soils. iv. The capacity of Sump should be computed as per latest revision of CPHEEO Manual

each Dwelling Unit. 29. Compound Fencing and Gate Barbed Wire Fencing- Fencing with R.C.C. post of mix 1:1.5:3 and 2m height placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post. With G.I. barbed wire. (Typical Drawings and details are attached for reference). GATE- Supplying, fitting & fixing 20 gauge G.C.I sheet gate of suitable width fitted on M.S Angle frame of size 60x60x6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in R.C.C. M-200 with normal mix of (1:1.5:3) in column of required size with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3, applying two coats of synthetic enamel paint over a priming red lead paint over steel work and two coats of exterior quality acrylic paint of approved shade over a coat of cement primer including 19mm thick water proof plaster over R.C.C column. 30. Septic Tank R.C.C septic tank to cater to the needs of all residents shall be designed by the contractor as per CPHEEO Manual/ IS 2470 and got approved along with the building designs. The number of septic tanks and the locations will be site specific has to be got approved along with the building designs for which the computation needs to be provided by the contractor. A suitable covered soak pit attached with every septic tank shall also be constructed by the contractor.


31. Tube Well and Pump House Attention of Contractor: It is brought to the knowledge of the contractor that the tube well and pump house is to be constructed in such a way if piped water supply is not available the tube well is capable of meeting the domestic water needs however related details but not limited to is provided below. Successful drilling of perfectly vertical bore hole of a diameter suitable to receive 150mm nominal diameter casing pipe upto desired depth to achieve required yield below ground level for transporting, lowering and fixing of 150mm nominal diameter G.I. casing pipe inside the bore hole including all works pertaining to drilling such as transportation, installation and removal of drilling machine, etc. all complete. I.S.I. Marked G.I. Casing pipe (plain) medium class in 4 to 7 meters or required length one end fitted with socket as per I.S. 1239 (Part-2) 1992 with IVth revision (Up-to date amendments) Conducting yield test or development of tube-well by operating the pumping set continuously for a desired time interval as per the direction of Engineer in charge including all complete. Making hydrant pillar work with bricks of required crushing strength not less than 25kg/sq.cm in cement mortar 1:4 including 10cm thick coping 1:2:4 (stone aggregate, 12.5mm nominal size) rendered smooth with neat cement and plastered with 12mm cement mortar 1:4 including finishing with floating coat of neat cement over 15cm thick foundation concrete 1:5:10 (stone aggregate 40mm nominal size) including earth work and disposal of surplus earth complete as per standard design. Submersible pump of suitable HP 12 stages having discharge 300 ltr. / min. as per I.S.I. Specification with 4 Sq mm Cable wire and panel board with starter suitable for above 5 HP pumps shall be provided. Mono block pump upto 5 HP as per I.S.I. Specification with 4 Sqmm Cable wire and panel board with starter suitable for above 5 HP pumps. as per site requirement shall be provided. 32. External Electrification External electrification work shall be suitably designed and provided to cater the requirements of all the dwelling units. The contractor has to co-ordinate and follow-up with concerned JBVNL\Applicable local authority for obtaining necessary sanction towards the scheme. The scheme so sanctioned should be inclusive of required specification layer and other drawings etc. complete as per requirement.


All the respective charges to be paid to JSEB/JBVNL like strengthening, supervision charges etc. outside the transformer to be installed by contractor shall be borne by implementing agency however, the contractor shall facilitate and carry out the liaising work for getting demand notice and supporting documents along with approvals from JSEB/JBVNL. The contractor take note of this and they should not load the same unnecessarily in the price quoted for the work under consideration. The details scope of work related to aforementioned external electrification may include (but not limited to) the following:-

a) Preparing & submission of 3 set of drawings after carrying as of survey & getting approval from Supervisor.

b) Obtaining necessary permission in respect of road/soil/footpath cutting from the external agencies namely PWD, RCD etc. as the case may be.

c) Preparation & submission of good for construction drawings. d) The agency shall be responsible for submission of all documents to electrical inspection

authority and other local body towards the completion of entire work at their own cost, failing which the work may not be treated complete.

e) Charging permission of the installation. f) Inspection report of the various equipment and material required for external

electrification. g) The approval of Chief Electrical Inspector shall be taken by the contractor for

installation of transformer and other equipment. h) Arranging pre & post state wise & final testing and commissioning of the

Installation from JBVNL/Applicable local authority and electrical inspector etc as required including any shutdowns if required.

i) All papers/required documents/drawings to be submitted by the bidder to JBVNL/Applicable Local Authority is to be submitted first to implementing agency and after taking their approval only, the same can be submitted JBVNL/Applicable Local authority.

33. Parking Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete. The paver block mentioned above shall be laid above random rubble masonry base properly compacted. Please note that as per Jharkhand Building Bye- Laws for affordable housing, 20% of the total Dwelling unit shall be provided with car parking and remaining 80% shall be two wheeler parking. 34. Street Lighting


Solar 30 W LED Street Light System including 30 W with inbuilt charge controller and dusk to dawn controller LED OSRAM or equivalent. Pole of M.S Material with powder coating and 6m height. Battery 12 V/ 75 A-h, suitable for 2 days autonomy/ service. Solar Panel 75 WP (MNRE approved with IDO 9001:2008 Certified). Battery with automatic Dusk- down on-off system.


TENDER DRAWING


9th Floor, 50, Chowringhee Road,

Kolkata – 700071

TENDER DOCUMENT


Tender for Construction of 660 Dwelling unit in 33 nos block of

G+3 at Kasidih, Adityapur & 60 Dwelling units in 3 nos blocks of

G+3 at Saraikela (Norodih) under Pradhan Mantri Awas Yojana

(Urban) at Jamshedpur in the State of Jharkhand.

VOLUME – III

Bill of Quantity cum Quoting Sheet


Estimated Amount In Words

(Rs.) (Rs.)

1

Construction of 660 Dwelling unit in 33

nos blocks of G+3 at Kasidih, Adityapur

& 60 Dwelling units in 3 nos blocks of

G+3 at Saraikela (Norodih) under

Pradhan Mantri Awas Yojana (Urban) .-

Package-II

₹ 362,408,244.42

2 GST ( @ 12 %) on above ₹ 43,488,989.33

3 Total Quoted Amount (Rounded Of) ₹ 405,897,234.00

Note:

i) The quoted price by the bidder against each individual item in the BOQ shall be inclusive of all taxes, duties, cess, levies, Fees, royalty etc. except Goods and Service Tax (GST). Amount

in figures and amount in words must be filled in the designated cell as depicted above.

ii) The breakup of cost and levies such as GST and other Taxes considered in the above quoted prices should also be submitted separately as per Annexure- I

Tender for “Construction of 660 Dwelling unit in 33 nos blocks of G+3 at Kasidih, Adityapur & 60 Dwelling units in 3 nos blocks of G+3 at Saraikela (Norodih) under Pradhan Mantri

Awas Yojana (Urban) at Jamshedpur in the State of Jharkhand. ”

Summary

e-Tender No: ERO/MMD/780/1108

Sl.

No.Description Price Quoted in Figures % Quoted (Below/At Par/Above)

Sl No DescriptionAmount of bid price on which

applicable (Rs.)

Rate of the tax as on seven (7)

days prior to last date of

submission of bid

Amount (Rs.)

1 GST

2Any other Tax(es)

(Please specify)

Total=

Annexure- I

Construction of 660 Dwelling unit in 33 nos blocks of G+3 at Kasidih, Adityapur & 60 Dwelling units in 3 nos

blocks of G+3 at Saraikela (Norodih) under Pradhan Mantri Awas Yojana (Urban) at Jamshedpur in the State of

Jharkhand. ”

e-Tedner No: ERO/MMD/780/1108

NB:The rates/amount quoted in the Schedule / Bill of Quantities shall be inclusive of all taxes, duties, cess, levies, fees,

royalty, etc, except Goods and Service Tax (GST)

Construction of 660 Dwelling unit in 33 nos blocks of G+3 at Kasidih, Adityapur 60 Dwelling units in 3 nos blocks of G+3 at Saraikela

(Norodih) under Pradhan Mantri Awas Yojana (Urban) .- Package-II (ERO/MMD/780/1108)

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DESCRIPTION UNIT QTY RATE AMOUNT

1 2.0 EARTH WORK

2 2.1 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in

width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and

lift upto 1.5 m, disposed soil to be levelled and neatly dressed :

3 2.1.1 All kinds of soil Sqm 11160 46.20 515,592.00

4 2.6 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means

over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)

including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5

m, as directed by Engineer-in-charge.

5 2.6.1 All kinds of soil Cum 3369.2 109.50 368,927.40

6 2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means

in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),

including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting

out the excavated soil and disposal of surplus excavated soil as directed, within a lead

of 50 m.

7 2.8.1 All kinds of soil Cum 3978 123.20 490,089.60

8 2.26 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated

or stacked materials.

9 2.26.1 All kinds of soils Cum 392.8 40.60 15,947.68

10 2.10 Excavating trenches of required width for pipes, cables, etc including excavation for

sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including

getting out the excavated soil, and then returning the soil as required, in layers not

exceeding 20 cm in depth, including consolidating each deposited layer by ramming,

watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m

:

11 2.10.1 All kinds of soil.

12 2.10.1.2 Pipes, cables, etc. exceeding 80 mm dia but not exceeding 300mm dia. Metre 2653.6 176.30 467,829.68

13 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of

foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited

layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Cum 8359.2 98.90 826,724.88

14 1.1.2 Carriage of Earth by mechanical transport including loading, unloading & Stacking,

payment of royalty and carriage up to 5 KM, levelling & neatly dressing of disposed soil

completely as directed by

Engineer-in-charge.

Cum 428 131.10 56,110.80

15 2.27 Supplying and filling in plinth with sand under floors, including watering, ramming,

consolidating and dressing complete.

Cum 559.4 540.00 302,076.00

16 2.34 Supplying chemical emulsion in sealed containers including delivery as specified

17 2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% litre 792 142.30 112,701.60

18 2.35 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite

treatment (excluding the cost of chemical emulsion) :

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19 2.35.3 Treatment of soil under existing floors using chemical emulsion @ one litre per hole,

300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar

1 :2 (1 cement : 2 Coarse sand) to match the existing floor :

20 2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. Sqm 8187.1 109.50 896,487.45

21 16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the

surface complete.

22 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Sqm 839.2 351.20 294,727.04

23 Sub Total = 4,347,214.13

24

25 4.0 CONCRETE WORKS

26 4.1 Providing and laying in position cement concrete of specified grade excluding the cost

of centering and shuttering - All work up to plinth level :

27 4.1.4 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal

size)

Cum 106.9 4,229.60 452,144.24

28 4.1.6 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal

size)

Cum 419.8 3,865.80 1,622,862.84


size)

Cum 357.5 3,627.40 1,296,795.50

30 4.10 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1

cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size)

Sqm 510.8 199.10 101,700.28

31 4.12 Extra for providing and mixing water proofing material in cement concrete work in

doses by weight of cement as per manufacturer's specification.

per 50 Kg

cement

130.7 38.20 4,992.74

32 4.13 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of

approved quality using 1.7kg per square metre on damp proof course after cleaning

the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.

Sqm 510.8 72.50 37,033.00

33 4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse

sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed

of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted

with fine sand, including necessary excavation, levelling & dressing & finishing the top

smooth.

Sqm 1609.2 358.40 576,737.28

34 Sub Total = 4,092,265.88

35

36 5.0 REINFORCED CEMENT CONCRETE WORK

37 5.9 Centering and shuttering including strutting, propping etc. and removal of form for all

heights:

38 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. Sqm 1925.6 160.10 308,288.56

39 5.9.3 Suspended floors, roofs, landings, balconies and access platform. Sqm 22544.6 357.80 8,066,457.88

40 5.9.4 Shelves (Cast in situ) Sqm 1967.4 464.50 913,857.30

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41 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 22944.6 294.10 6,748,006.86

42 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. Sqm 17495.3 387.80 6,784,677.34

43 5.9.7 Stairs, (excluding landings) except spiral-staircases. Sqm 1567.8 336.40 527,407.92

44 5.9.15 Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills,

string courses, bands, copings, bed plates, anchor blocks and the like.

Sqm 1046.5 160.10 167,544.65

45 5.9.16.1 Under 20 cm wide Metre 10017.7 96.80 969,713.36

46 5.9.19 Weather shade, Chajjas, corbels etc., including edges. Sqm 897.5 416.70 373,988.25

47 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in

position and binding all complete at all levels.

48 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 904016.9 54.20 48,997,715.98

49 5.33 Providing and laying in position machine batched and machine mixed design mix M-25

grade cement concrete for reinforced cement concrete work, using cement content as

per approved design mix, including pumping of concrete to site of laying but excluding

the cost of centering, shuttering, finishing and reinforcement, including admixtures in

recommended proportions as per IS: 9103 to accelerate, retard setting of concrete,

improve workability without impairing strength and durability as per direction of

Engineer-in-charge.

“(Note :- Cement content considered in this item is @ 330 kg/cum. “Excess/ less

cement used as per design mix is payable/recoverable separately).

50 5.33.1 All works upto plinth level. Cum 1511.6 4,644.00 7,019,870.40

51 5.33.2 All works above plinth level upto floor V level. Cum 6745.3 5,731.40 38,660,012.42

52 Sub Total = 119,537,540.92

53

54 6.0 BRICK WORK

55 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation

7.5 in foundation and plinth in:

56 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) Cum 573.8 3,640.40 2,088,861.52

57 6.4 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation

7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :

58 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 557.6 4,695.80 2,618,378.08

59 6.34 Brick work with non modular fly ash bricks conforming to IS:12894, class designation

10 average compressive strength in super structure above plinth level up to floor V

level in :

60 6.34.2 Cement mortar 1:6 (1 cement : 6 Coarse sand) Cum 4987.1 4,652.60 23,202,981.46

61 4.8 Providing and fixing up to floor five level precast cement concrete hollow block,

including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse

sand), cost of required centering, shuttering complete

62 4.8.1 1:1.5:3 (1 Cement: 1½ coarse sand (zone-III): 3 graded stone aggregate 20 mm

nominal size)

Cum 2177.6 7,024.40 15,296,333.44

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63 6.15 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third

course of half brick masonry.

Sqm 21775.7 62.50 1,360,981.25

64 Sub Total = 44,567,535.75

65

66 8.0 MARBLE & GRANITE WORK

67 8.5 Extra for providing opening of required size & shape for wash basin/ kitchen sink in

kitchen platform, vanity counter and similar location in marble/ Granite/ stone work,

including necessary holes for pillar taps etc. including moulding, rubbing and polishing

of cut edges etc. complete

Each 720 362.70 261,144.00

68 Sub Total = 261,144.00

69

70 9.0 WOOD & PVC WORK

71 9.21 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:

72 9.21.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws Sqm 5140.8 1,718.30 8,833,436.64

73 9.23 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on

all edges of flush door shutters (over all area of door shutter to be measured).

Sqm 5140.8 278.90 1,433,769.12

74 9.95 Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not

less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade

with necessary screws etc. complete:

75 9.95.1 125x75x4 mm Each 7776 90.50 703,728.00

76 9.96 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating

not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or

shade, with nuts and screws etc. complete:

77 9.96.2 250x16 mm Each 2880 148.30 427,104.00

78 9.97 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not

less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or

shade, with necessary screws etc. complete :

79 9.97.2 250x10 mm Each 5760 68.20 392,832.00

80 9.97.4 150x10 mm Each 9216 49.70 458,035.20

81 9.98 Providing and fixing aluminium pull bolt lock, ISI marked, anodised (anodic coating not

less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and

shade, with necessary screws bolts, nut and washers etc. complete.

Each 720 52.30 37,656.00

82 9.100 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less

than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade,

with necessary screws etc. complete:

83 9.100.1 125 mm Each 5760 39.50 227,520.00

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84 9.100.2 100 mm Each 9216 34.90 321,638.40

85 9.101 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised

(anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to

required colour and shade, with necessary screws etc. complete.

86 9.101.1 Single rubber stopper Each 2160 21.00 45,360.00

87 9.102 Providing and fixing aluminium casement stays, ISI marked, anodised (anodic coating

not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and

shade, with necessary screws etc. complete.

Each 1440 38.60 55,584.00

88 9.125 Providing and fixing PVC rigid foam sheet 1 mm thick on existing door shutters

(bathroom and W.C. doors) using synthetic rubber based adhesive

Sqm 1134 707.60 802,418.40

89 9.116 Providing and fixing sliding arrangement in racks/ cupboards/cabinets shutter by with

stainless steel rollers to run inside C or E aluminium channel section (The payment of

C or E channel shall be made separately)

Each 1584 9.80 15,523.20

90 9.151 Providing and fixing steel roller for uPVC sliding window with necessary screws etc.

complete.

Each 1584 55.90 88,545.60

91 9.153 Providing and fixing steel (white power coated) crescent lock for uPVC sliding window/

door with necessary screws etc. complete.

Each 1584 104.70 165,844.80

92 Sub Total = 14,008,995.36

93

94 10.0 STEEL WORK

95 10.25 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in

position and applying a priming coat of approved steel primer using structural steel etc.

as required.

96 10.25.1 In stringers, treads, landings etc. of stair cases, including use of chequered plate

wherever required, all complete

Kg 5400 64.60 348,840.00

97 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works Kg 60166.8 80.80 4,861,477.44

98 10.5 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron

and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings

complete, including applying a priming coat of approved steel primer.

99 10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces Sqm 75.6 2,590.60 195,849.36

100 10.14 Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured

from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock

jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or

base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical

means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-

plate and shock absorbers as specified and applying a coat of approved steel primer

after pre-treatment of the surface as directed by Engineer-in-charge:

101 10.14.1 Profile B

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102 10.14.1.1 Fixing with adjustable lugs with split end tail to each jamb Metre 14544 424.30 6,171,019.20

103 Sub Total = 11,577,186.00

104

105 11.0 FLOORING WORK

106 11.3 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate)

finished with a floating coat of neat cement, including cement slurry, but excluding the

cost of nosing of steps etc. complete.

107 11.3.1 40 mm thick with 20 mm nominal size stone aggregate Sqm 180 292.20 52,596.00

108 11.26 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with

grey cement slurry mixed with pigment to match the shade of the slab, including

rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse

sand) :

109 11.26.1 25 mm thick. Sqm 4088.9 1,154.90 4,722,270.61

110 11.27 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12

mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey

cement slurry mixed with pigment to match the shade of the slabs, including rubbing

and polishing complete.

Sqm 386.3 1,254.90 484,767.87

111 11.31 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. Metre 2419.2 75.00 181,440.00

112 11.32 Extra for Kota stone/ sand stone in treads of steps and risers using single length up to

1.05 metre.

Sqm 945 16.70 15,781.50

113 11.41 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by

the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622,

of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1

cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including

grouting the joints with white cement and matching pigments etc., complete.

114 11.41.2 Size of Tile 600x600 mm Sqm 19606.7 794.10 15,569,680.47

115 11.46 Providing and laying Vitrified tiles in different sizes (thickness to be specified by

manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of

approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed

of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3

kg/ sqm including grouting the joint with white cement & matching pigments etc.

complete.

116 11.46.2 Size of Tile 600x600 mm Sqm 2968.9 817.10 2,425,888.19

117 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622

(thickness to be specified by the manufacturer), of approved make, in all colours,

shades except burgundy, bottle green, black of any size as approved by Engineer in-

Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar

1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm,

including pointing in white cement mixed with pigment of matching shade complete

Sqm 8465.8 708.30 5,996,326.14

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118 11.38 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be

specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved

make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20

mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey

cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and

matching pigments etc., complete.

Sqm 6143 652.00 4,005,236.00

119 Sub Total = 33,453,986.78

120

121 12.0 ROOFING

122 12.21 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone

aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1

cement : 3 fine sand) as per standard design :

123 12.21.1 In 75x75 mm deep chase Metre 3210.5 127.40 409,017.70

124 12.22 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size)

over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1

cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making

and finishing the outlet complete.

Each 180 150.70 27,126.00

125 Sub Total = 436,143.70

126

127 13.0 FINISHING WORK

128 13.4 12 mm cement plaster of mix :

129 13.4.2 1:6 (1 cement: 6 coarse sand) Sqm 70254.7 132.80 9,329,824.16


131 13.6.1 1:4 (1 cement: 4 coarse sand) Sqm 33805.8 193.50 6,541,422.30


133 13.16.1 1:3 (1 cement: 3 fine sand) Sqm 27706.3 119.40 3,308,132.22

134 13.21 Extra for providing and mixing water proofing material in cement plaster work in

proportion recommended by the manufacturers.

per bag of

50Kg

Cement

Used in

Mix

20739.6 40.40 837,879.84

135 13.43 Applying one coat of water thinnable cement primer of approved brand and

manufacture on wall surface :

136 13.43.1 Water thinnable cement primer. Sqm 97961 31.70 3,105,363.70

137 13.60 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an

even shade :

138 13.60.1 Two or more coats on new work Sqm 97961 73.60 7,209,929.60

139 13.45 Finishing walls with textured exterior paint of required shade :

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140 13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming

coat of exterior primer applied @ 2.20kg/10 sqm

Sqm 33805.8 118.20 3,995,845.56

141 14.70 Melamine polishing on wood work (one or more coat). Sqm 10281.6 62.00 637,459.20

142 13.48 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer

as per manufacturers specifications :

143 13.48.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more

coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm

of approved brand and manufacture

Sqm 720 71.20 51,264.00

144 13.50 Applying priming coat :

145 13.50.1 With ready mixed pink or Grey primer of approved brand and manufacture on wood

work (hard and soft wood)

Sqm 720 32.30 23,256.00

146 13.50.3 With ready mixed red oxide zinc chromate primer of approved brand and manufacture

on steel galvanised iron/ steel works

Sqm 900 24.00 21,600.00

147 13.61 Painting with synthetic enamel paint of approved brand and manufacture to give an

even shade :

148 13.61.1 Two or more coats on new work Sqm 10192.7 63.70 649,274.99

149 13.80 Providing and applying white cement based putty of average thickness 1 mm, of

approved brand and manufacturer, over the plastered wall surface to prepare the

surface even and smooth complete.

Sqm 104060.5 80.80 8,408,088.40

150 5.30 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C.

projections.

Metre 1994.4 30.40 60,629.76

151 Sub Total = 44,179,969.73

152

153 21.0 ALUMINIUM WORK

154 21.1 Providing and fixing aluminium work for doors, windows, ventilators and partitions with

extruded built up standard tubular sections/ appropriate Z sections and other sections

of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of

required dia and size, including necessary filling up the gaps at junctions, i.e. at top,

bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium

sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever

required including cleat angle, Aluminium snap beading for glazing / panelling, C.P.

brass / stainless steel screws, all complete as per architectural drawings and the

directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for

separately) :

155 21.1.1 For fixed portion.

156 21.1.1.3 Polyester powder coated aluminium (minimum thickness of polyester powder coating

50 micron)

Kg 11162.9 347.50 3,879,107.75

157 21.1.2 For shutters of doors, windows & ventilators including providing and fixing hinges/

pivots and making provision for fixing of fittings wherever required including the cost of

EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)

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158 21.1.2.3 Polyester powder coated aluminium (minimum thickness of polyester powder coating

50 micron)

Kg 6350.4 397.00 2,521,108.80

159 21.3 Providing and fixing glazing in aluminium door, window, ventilator shutters and

partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the

architectural drawings and the directions of engineer-in-charge . (Cost of aluminium

snap beading shall be paid in basic item):

160 21.3.1 With float glass panes of 4.0 mm thickness Sqm 2540.2 650.00 1,651,130.00

161 21.8 Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by

providing weather silicon sealant over backer rod of approved quality as per

architectural drawings and direction of Engineer-in-charge complete.

162 21.8.1 Upto 5mm depth and 5 mm width Metre 13132.8 56.70 744,629.76

163 Sub Total = 8,795,976.31

164

165 22.0 WATER PROOFING

166 22.3 Providing and laying water proofing treatment to vertical and horizontal

surfaces of depressed portions of W.C., kitchen and the like consisting of:

167 22.3 (i) 1st course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing

compound conforming to IS 2645 in recommended proportions including rounding off

junction of vertical and horizontal surface.

(ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with

water proofing compound in recommended proportion including rounding off junction of

vertical and horizontal surface.

(iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of

area.

(iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should

be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm).

Sqm 1425.2 387.50 552,265.00

168 16.3.4+

2.26

Supplying and Stacking Filling sunken floor with over burnt jhama brick aggregate

120mm to 40mm including compacting of materials complete as specified and

directed for all levels.

Cum 392 539.40 211,444.80

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169 22.20 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five

layer 3 mm thick water proofing membrane, black finished reinforced with nonwoven

polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40

litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre

and viscosity 70-160 cps. Over the primer coat the layer of membrane shall be laid

using Butane Torch and sealing all joints etc, and preparing the surface complete. The

vital physical and chemical parameters of the membrane shall be as under : Joint

strength in longitudinal and transverse direction at 23°C as 650/ 450N/ 5cm. Tear

strength in longitudinal and transverse direction as 300/250N. Softening point of

membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in

accordance with ASTM, D - 5147. The laying of membrane shall be got done through

the authorised applicator of the manufacturer of membrane

170 22.20.1 3 mm thick Sqm 6746.4 324.40 2,188,532.16

171 Sub Total = 2,952,241.96

172

173 INTERNAL PUBLIC HEALTH ENGINEERING

174 17.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm

sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including

flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with

all fittings and fixtures complete, including cutting and making good the walls and floors

wherever required:

175 17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type

foot rests

Each 720 2,840.40 2,045,088.00

176 17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32

mm C.P. brass waste of standard pattern, including painting of fittings and brackets,

cutting and making good the walls wherever require:

177 17.7.7 White Vitreous China Flat back wash basin size 450x 300 mm with single 15 mm C.P.

brass pillar tap

Each 720 1,279.90 921,528.00

178 17.10 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS: 13983 with

C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets,

cutting and making good the walls wherever required :

179 17.10.1 Kitchen sink with drain board

180 17.10.1.3 510x1040 mm bowl depth 200 mm Each 720 2,999.40 2,159,568.00

181 18.49 Providing and fixing C. P. brass bib cock of approved quality conforming to IS:8931 :

182 18.49.1 15 mm nominal bore Each 1440 287.80 414,432.00

183 18.51 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS

standards and weighing not less than 690 gms.


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185 18.52 Providing and fixing C.P. brass stop cock (concealed) of standard design and of

approved make conforming to IS:8931.


187 18.53 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of

approved quality conforming to IS:8931

188 18.53.1 15mm nominal bore Each 1440 367.30 528,912.00

189 17.28 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste

fittings complete.

190 17.28.1 Semi rigid pipe

191 17.28.1.1 32 mm dia Each 720 65.60 47,232.00

192 17.31 Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved

quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P.

brass screws and washers complete.

Each 720 648.80 467,136.00

193 17.73 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats

with CP brass screws with concealed fittings arrangement of approved quality and

colour.

194 17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of

88 mm, weighing not less than 190 gms.

Each 720 311.80 224,496.00

195 18.65 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm,

height of 75mm with concealed fitting arrangements, weighing not less than 106 gms.

Each 720 88.50 63,720.00

196 18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal

stability for hot & cold water supply, including all CPVC plain & brass threaded fittings,

i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes &

fittings with one step CPVC solvent cement and the cost of cutting chases and making

good the same including testing of joints complete as per direction of Engineer in

Charge.

Concealed work, including cutting chases and making good the walls etc.

197 18.8.1 15 mm nominal outer dia Pipes Metre 2880 212.10 610,848.00

198 18.8.2 20 mm nominal outer dia Pipes Metre 6480 244.40 1,583,712.00

199 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed

end) :

200 18.17.1A 20 mm nominal bore Each 1440 306.00 440,640.00


202 18.17.2 32 mm nominal bore. Each 72 386.80 27,849.60




206 18.17.6 80 mm nominal bore Each 72 1,470.50 105,876.00

207 18.22 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :

208 18.22.1 100 mm diameter Each 720 57.40 41,328.00

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209 18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal

stability for hot & cold water supply including all CPVC plain & brass threaded fittings

This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching,

refilling & testing of joints complete as per direction of Engineer in Charge.

External work






215 18.9.7 65 mm nominal inner dia Pipes Metre 180 1,608.60 289,548.00

216 18.9.8 75 mm nominal inner dia Pipes Metre 2160 2,256.40 4,873,824.00

217 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank IS :

12701 marked, with cover and suitable locking arrangement and making necessary

holes for inlet, outlet and overflow pipes but without fittings and the base support for

tank.

218 18.48A Providing and fixing rectangular high density polyethylene water storage loft tank with

cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-

charge. The rate includes making necessary holes for inlet, outlet & over flow pipes.

The base support i/c fittings & fixtures for tank shall be paid separately.

per litre 180000 5.50 990,000.00

219 18.58 Providing and fixing PTMT grating of approved quality and colour.

220 18.58.1 Circular type

221 18.58.1.2 125 mm nominal dia with 25 mm waste hole Each 1440 36.90 53,136.00

222 18.77 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and

repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1

cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including

finishing complete so as to make it leak proof.

Each 1440 187.30 269,712.00

223 12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming

to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving

10 mm gap for thermal expansion, (i) Single socketed pipes.

224 12.41.2 110 mm diameter Metre 9576 211.00 2,020,536.00

225 12.42 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for

unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including

jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion

226 12.42.1 Coupler

227 12.42.1.2 110 mm Each 1080 89.30 96,444.00

228 12.42.2 Single push fit Coupler

229 12.42.2.2 110 mm Each 1080 82.60 89,208.00

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230 12.42.3 Single tee with door

231 12.42.3.2 110x110x110 mm Each 2304 152.50 351,360.00

232 12.42.4 Single tee without door

233 12.42.4.2 110x110x110 mm Each 36 141.40 5,090.40

234 12.42.6 Shoe (Plain)

235 12.42.6.2 110 mm Shoe Each 360 82.60 29,736.00

236 12.42.5 Bend 87.5°

237 12.42.5.2 110 mm bend Each 1152 93.80 108,057.60

238 NSR-1 PVC Vent Cowl

239 NSR-2 110 mm diameter Each 720 36.30 26,136.00

240 NSR-3 PVC 'P' Trap 110 X 110 Each 1440 309.10 445,104.00

241 NSR-4 Supplying, fitting and fixing C.P. Wall Flange Each 2160 70.40 152,064.00

242 NSR-5 Supplying, fitting and fixing C.P. Extension Pipe Each 2160 116.60 251,856.00

243 12.43 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised -

PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S.

screws of required length, including cutting brick work and fixing in cement mortar 1:4

(1 cement : 4 coarse sand) and making good the wall etc. complete

244 12.43.2 110 mm diameter Each 5472 157.50 861,840.00

245 12.44 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm

diameter and weighing not less than 440 grams.

Each 180 32.40 5,832.00

246 Sub Total = 22,734,208.80

247

248 Elec DSR INTERNAL WIRING

249

1.10

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

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

PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box

and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single

core cable etc as required.

250 1.10.1 Group -A Point 6480 564.00 3,654,720.00

251 1.14.1 Wiring for Light plug 2 x 1.5 sq.mm FR PVC insulated multi-stranded copper

conductor, single core cable in recessed ISI marked PVC conduit along with 1 No. 1.5

sq.mm FR PVC insulated copper earth wire for loop earthing as required.

Metre 5040 127.00 640,080.00

252 1.14.3 Wiring for power plug 2 x 4 sq.mm FR PVC insulated multi-stranded copper conductor

single core cable in surface / recessed PVC conduit along with 1 No. 4 sq.mm

insulated copper earth wire for loop earthing as required.

Metre 11520 166.00 1,912,320.00

253 1.23 Supplying and fixing following piano type switch/ socket on the existing switch box/

cover including connections etc. as required.

254 1.23.1 5/6 amps switch Each 4320 38.00 164,160.00

255 1.23.3 15/16 amp switch Each 1440 105.00 151,200.00

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256 1.23.4 3 pin 5/6 amp socket outlet Each 2880 50.00 144,000.00

257 1.23.5 6 pin 15/16 amp socket outlet Each 1440 107.00 154,080.00

258 1.23.6 Telephone socket outlet Each 720 90.00 64,800.00

259 1.23.7 TV antenna socket outlet Each 720 71.00 51,120.00

260 1.38 Supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, complete as

required.

Each 720 98.00 70,560.00

261

1.14.2

Wiring for circuit wiring with 2 x 2.5 sq.mm FR PVC insulated multi-stranded copper

conductor single core cable with 1 x 1.5 sq.mm. FR PVC insulated earth wire in

recessed PVC conduit as required.

Metre

51840 127.00

6,583,680.00

262

1.18

Supplying, drawing, connecting and testing of 0.5 mm dia annealed copper conductor

PVC insulated PVC sheathed telephone wire in existing conduit/wire way duct etc. as

required of following sizes:

263 1.18.2 2 Pair (4 core) Metre 7200 21.00 151,200.00

264 1.19 Providing, laying, connecting and testing of unarmoured TV cable RG-6 PVC insulated

cable along wall or ceiling or through existing pipe.

Metre 7200 26.00 187,200.00

265 1.22 Supply and Fixing of Metal boxes of following sizes including all civil works as required

to complete.

266 1.22.3 150 mm X 75 mm X 60 mm deep metal box Each 720 129.00 92,880.00




270 1.33 Supplying and fixing 2 pin, 5 amp ceiling rose on the existing junction box/ wooden

block including connection etc as required.

Each 1440 58.00 83,520.00

271 Sub Total = 14,420,160.00

272

273 LIGHT & FIXTURES

274 NSR-E-1 Supply, Installation, Testing & Commissioning of 20W, LM 80 Qualified, SMD LED,

Output Lumen 1500 , frosted diffuser type, CRI 85%, 4800 K, surface mounted Length

1200 mm. LED luminaire Light fittings complete with all accessories such as Electronic

driver, holding clamp etc. including making connection and earthing the fitting.

Nos. 720 495.00 356,400.00

275 NSR-E-2 Supply, Installation, testing and commissioning of 600mm length,1x10-12W,LED type

light fixture of comprising frame fitted with LED lamp, including driver etc. suitable for

wall/ceiling mounted as required as per site conditions( Bajaj: BCLSB 10WH, Goldwyn

T8-A10 , Wipro LL20-111-XXX-65-NE or Surya SLE BT 10).connections as required as

per site conditions.

Nos. 4320 214.50 926,640.00

276 NSR-E-3 Installation, testing & commissioning of following sizes of ceiling fans suitable for 1200

mm. sweep double ball bearing with electronics step mini fan regulator. 230volt, 50Hz

single phase A/C supply and complete with all standard accessories such as motors

blades, down rod, canopy etc.

Nos. 1440 2,444.20 3,519,648.00

277 Sub Total = 4,802,688.00

278

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279 DISTRIBUTION BOARDS

280 NSR-E-4 Supplying, installation, testing & commissioning of following type wall mounted

VTPN/TPN/SPN distribution board of double door type, dust protected (IP-43), duly

phosphatizes and powder painted design made out of 16 gauge MS sheet with

supplying and fixing following accessories including Neutral bar, Earth bar, Din bar,

detachable gland plate, interconnections, earthing etc. as required.

281 NSR-E-4.1 4 WAY SPN MCB DB

282 INCOMING

283 32 Amp DP MCB - 1 No

284 BUSBARS

285 100 ADP tinned copper Bus bars - 1 Set

286 OUTGOING

287 16A C, Curve SP MCB - 4 Nos Set 720 2,447.00 1,761,840.00

288 NSR-E-4.2 16A SP MCB - 1 Nos

289 6A-32A C, Curve SP MCB - 2 Nos

290 40A D, Curve SP MCB - 1 Nos Set 720 929.00 668,880.00

291 Sub Total = 2,430,720.00

292

293 MV CABLES (at building blocks)

294 NSR-E-5 Supplying, Laying, testing & commissioning of the following sizes of XLPE insulated,

multistand Al. & Cu. Conductor armoured cables of 1.1KV grade on the surface of wall

or on existing cable trays or existing Under Ground cable trench complete with fixing

hardware etc. as required.

295 NSR-E-5.1 4C X 25 Mm. A2XFY Metre 5256 165.00 867,240.00

296 NSR-E-5.2 2C X 6 Mm. A2XWY Metre 19188 68.30 1,310,540.40

297 NSR-E-6 Suppling, making, testing & commissioning of end termination with brass metallic

double compression glands suitable for the following sizes of XCPE Al. & Cu.

conductor armoured cables including proper sizes of copper thimbles etc. as required.

298 NSR-E-6.1 4C X 25 Mm. A2XFY Nos. 72 800.00 57,600.00

299 NSR-E-6.2 2C X 6 Mm. A2XWY Nos. 1440 250.00 360,000.00

300 Sub Total = 2,595,380.40

301

302 EXTERNAL SANITARY & PLUMBING WORKS

303 19.1 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of

cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of

joints etc. complete :

304 19.1.2 150 mm diameter Metre 571.2 156.50 89,392.80



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307 19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded

stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as

per standard design :

308 19.2.2 150 mm diameter S.W. pipe Metre 571.2 612.90 350,088.48



311 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars

jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine

sand) including testing of joints etc. complete :

312 19.6.2 150 mm dia. R.C.C. pipe Metre 1263.5 266.90 337,228.15




316 19.32 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb

shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per

standard design

317 19.32.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 12.8 15,196.20 194,511.36

318 NSR-6 Constructing Inspection pit of inside measurement 600mm X 600mm X upto 600mm

(depth) with 250 mm thick 1st. class brick work in cement mortar (1:4) on all sides,

bottom of the pit consisting of 100 mm thick cement concrete (1:3:6) with stone chips

over a layer of jhama brick flat soling, 15 mm thick (1:4) cement plaster to inside walls

and out-side walls upto G.L. and 20 mm. thick (1:4) plaster to bottom of the pit,

providing necessary invert with cement concrete (1:3:6) with stone chips as per

direction, neat cement finishing to entire internal surfaces, top of the pit covered with

100 mm thick R.C.C. slab (1:1.5:3) with stone chips and necessary reinforcements

upto 1% and shuttering including 6 mm thick cement plaster (1:4) in all external

surfaces of the slab and one 560 mm dia. R.C.C. manhole cover of approved make

supplied, fitted and fixed in the slab with necessary fittings, necessary earthwork in

excavation in all sorts of soil, filling sides of the pit with earth and removing spoils after

work complete in all respect with all costs of labour and materials.

Each 131.5 6,933.30 911,728.95

319 NSR-7 Extra for each additional depth of 150 mm or part thereof beyond initial 600 mm depth. Each 114.2 1,666.50 190,314.30

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320 19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand )

with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse

sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick

with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat

cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4

graded stone aggregate 20 mm nominal size) finished with a floating coat of neat

cement complete as per standard design :

321 19.7.1 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty)

455x610 mm internal dimensions, total weight of cover and frame to be not less than

38 kg (weight of cover 23 kg and weight of frame 15 kg) :

322 19.7.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 138.5 6,875.20 952,215.20

323 19.7.2 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty)

500 mm internal diameter, total weight of cover and frame to be not less than 116 kg

(weight of cover 58 kg and weight of frame 58 kg) :

324 19.7.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 116 14,556.80 1,688,588.80

325 19.8 Extra for depth for manholes :

326 19.8.1 Size 90x80 cm

327 19.8.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Metre 173.1 4,293.00 743,118.30

328 19.8.2 Size 120x90 cm

329 19.8.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Metre 150.6 4,409.20 664,025.52

330 19.15 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement

concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm

nominal size) as per standard design

331 19.15.1 With 20x20 mm square bar Each 2374.6 201.30 478,006.98

332 19.27 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement

mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C.

horizontal grating with frame complete as per standard design :

333 19.27.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 110.8 3,078.60 341,108.88

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334 NSR-8 Construction of septic tank of different capacities as per approved drawing with 1st

class brick work in cement mortar (1:4) including two 560 mm dia. R.C.C. manhole

cover (heavy type)of approved make supplied, fitted and fixed in the 100mm thick

R.C.C (1:1.5:3) top slab with necessary fittings, 20mm thick cement plaster (4 : 1) with

neat cement finish to the internal surfaces and 15 mm thick cement plaster (4 : 1) to

outside wall upto 200 mm below G.L floor finished with 25 mm thick grey artificial stone

over 100 mm thick R.C.C (1:1.5:3) bottom slab including supplying, fitting and fixing all

necessary specials, fittings, S.W. tees, C.I. foot rest etc. including excavation earth in

all sorts of soil, shoring, bailing out and pumping out water as necessary, ramming,

dressing the bed and refilling the sides of the tanks with earth, removing spoils, filling

up the chamber with clear water, removing foreign materials from the chamber and

including constructing attached inspection pit as per approved drawing and connecting

all necessary pipes, joints etc. with internal plaster work and artificial stone flooring is to

be done with admixture of water proofing compound @ 0.5% by weight of cement with

all costs of labour and materials. Note:- (i) Finished level of Septic Tank should be 400

mm. from Ground Level. (ii) Height of 50 mm. Ventilation pipe & Mosquito proof mesh,

should be followed as per IS:2470, Part- I. Payment will be made separately on the

basis of actual height based on relevant I.S. Code.

335 NSR-8.1 200 USER Each 1.4 155,020.80 217,029.12

336 NSR-9 Supply fitting and fixing Vertical, multistage centrifugal pump with inlet and outlet ports

on same the level (inline). The pump head and base are in cast iron – all other wetted

parts are in stainless steel. A cartridge shaft seal ensures high reliability, safe handling,

and easy access and service. Power transmission is via a rigid split coupling. Pipe

connection is via DIN flanges.

The pump is fitted with a 3-phase, fan-cooled asynchronous motor. having head upto

90mtr. and flow 80 cu. mtr./hr. with 40HP motor

Each 2.8 35,200.00 98,560.00

337 NSR-10 Supplying, fitting and fixing in position G.I. pipes of TATA make for underground works

with all necessary accessories, specials viz.socket, bend, tee, union, cross, elbow,

nipple, short piece etc. including cost of all materials, jointing materials ,cutting pipes,

making threads, cutting trenches upto 1.5 metre below surface in all sorts of soil and

refilling the same as directed with two coats of painting on G.I. pipes and specials with

bituminous paint complete in all respect. (Payment will be made on the centre line

measurement of the total pipe line including all specials No separate payment will be

made for accessories, specials. Payment for painting will be made separately)

338 NSR-10.1 (xi) 150 mm dia. medium quality Each 242.3 1,661.00 402,460.30

339 NSR-10.2 (ix) 100 mm dia. medium quality Each 103.8 1,106.60 114,865.08

340 NSR-10.3 (viii) 80 mm dia. medium quality Each 190.4 877.80 167,133.12

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341 NSR-10.4 (vi) 50 mm dia. medium quality Each 242.3 572.00 138,595.60

342 NSR-10.5 (iv) 32 mm dia. medium quality Each 571.2 389.40 222,425.28

343 NSR-11 Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested

to 21 kg per sq. cm. (for water lines only).

344 NSR-11.1 (i) 100 mm dia Each 3.5 10,568.80 36,990.80

345 NSR-11.2 (ii) 80 mm dia Each 7.6 6,150.10 46,740.76

346 NSR-11.3 (iv) 50 mm dia Each 40.7 2,504.70 101,941.29

347 18.19 Providing and fixing gun metal non- return valve of approved quality (screwed end) :

348 18.19.6 80 mm nominal bore

349 18.19.6.1 Horizontal Each 10.4 1,916.60 19,932.64

350 18.19.6.2 Vertical Each 4.2 2,253.20 9,463.44

351 18.19.2 32 mm nominal bore

352 18.19.2.1 Horizontal Each 36 427.30 15,382.80

353 Sub Total = 10,920,657.94

354

355 EARTH FILLING

356 NSR-12 Supplying and Stacking of Good Earth by mechanical transport including loading,

unloading including royalty & carriage up to 5 KM complete.

Cum 12219.1 233.90 2,858,047.49

357 NSR-13 Spreading of sludge, dump manure and/or good earth in required thickness and extra

for compaction of earth work as per direction of officer-in-charge (cost of sludge, dump

manure and/ or good earth to be paid separately).

Cum 12219.1 45.80 559,634.78

358 Sub Total = 3,417,682.27

359

360 CONCRETE ROAD WORK

361 2.28 Surface dressing of the ground including removing vegetation and inequalities not

exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m. All

kinds of soil

362 2.28.1 All kinds of soil Sqm 5254.6 8.70 45,715.02

363 2.2 Earth work in rough excavation, banking excavated earth in layers not exceeding 20

cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden

or steel rammers, and rolling every 3rd and top-most layer with power roller of

minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal

banks and guide banks or filling up ground depressions, lead upto 50m and lift upto 1.5

m


365 2.27 Supplying and filling in plinth with Sand under floors, including watering, ramming,


Cum 770.7 540.00 416,178.00

366 NSR-14 Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or

below flooring or roof terracing or in foundation or in foundation trenches.

Sqm 3853.4 137.50 529,842.50

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size)

Cum 315.3 4,229.60 1,333,592.88

369 4.1.2 1:1.5:3 (1 Cement: 1/2 coarse sand (zone-III) : 3 graded stone aggregate 20 mm

nominal size)

Cum 735.6 4,710.10 3,464,749.56

370 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in

position and binding all complete at all levels.

371 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 12611.1 54.20 683,521.62

372 16.46.1 Providing and laying in position bitumen hot sealing compound for expansion joints etc.

Using grade ‘A' sealing compound.

per cm

depth per

cm width

per m

length

4203.7 78.10 328,308.97

373 16.45 Providing and fixing in position pre-moulded joint filler in expansion joints. per cm

depth per

cm width

per m

length

4203.7 2.40 10,088.88

374 16.69 Providing and laying at or near ground level factory made kerb stone of M-25 grade

cement concrete in position to the required line, level and curvature, jointed with

cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without

grooves (thickness of joints except at sharp curve shall not to more than 5mm),

including making drainage opening wherever required complete etc. as per direction of

Engineer-in-charge (length of finished kerb edging shall be measured for payment).

(Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Cum 63.1 3,793.40 239,363.54

375 16.47.1 Painting runway/taxi track/apron marking with adequate nos of coats to give uniform

finish with road marking paint of superior make as approved by the Engineer-in charge,

i/c cleaning the surface of ail dirt, scales, oil, grease and other foreign material etc. and

lining out complete. New work (Two or more coats)

Sqm 420.4 49.20 20,683.68

376 4.3 Centering and shuttering including strutting, propping etc. and removal of form work for

:

377 4.3.1 Foundations, footings, bases for columns Sqm 350.3 154.30 54,051.29

378 TOTAL OF CONCRETE ROAD WORK 7,536,570.76

379

380 PARKING

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381 2.28 Surface dressing of the ground including removing vegetation and inequalities not

exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m.

382 2.28.1 All kinds of soil Sqm 3079.8 8.70 26,794.26

383 2.2 Earth work in rough excavation, banking excavated earth in layers not exceeding 20

cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden

or steel rammers, and rolling every 3rd and top-most layer with power roller of

minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal

banks and guide banks or filling up ground depressions, lead upto 50m and lift upto 1.5

m


385 2.27 Supplying and filling in plinth with sand under floors, including watering, ramming,


Cum 923.9 540.00 498,906.00

386 NSR-16 Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or

below flooring or roof terracing or in foundation or in foundation trenches.

Sqm 3079.8 137.50 423,472.50




size)

Cum 462 4,229.60 1,954,075.20

389 4.3 Centering and shuttering including strutting, propping etc. and removal of form work for

:

0

390 4.3.1 Foundations, footings, bases for columns Sqm 462 154.30 71,286.60

391 16.91 Providing and laying factory made chamfered edge Cement Concrete paver blocks in

footpath, parks, lawns, drive ways or light traffic parking etc, of required strength,

thickness & size/ shape, made by table vibratory method using PU mould, laid in

required colour & pattern over 50mm thick compacted bed of sand, compacting and

proper embedding/laying of inter locking paver blocks into the sand bedding layer

through vibratory compaction by using plate vibrator, filling the joints with sand and

cutting of paver blocks as per required size and pattern, finishing and sweeping extra

sand. complete all as per direction of Engineer-in-Charge.

0

392 16.91.1 60mm thick cement concrete paver block of M-35 grade with approved colour, design

& pattern.

Sqm 3079.8 555.30 1,710,212.94

393 Sub Total = 4,971,792.27

394

395 BORE WELL

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396 NSR-17 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method

prescribed in IS: 2800 (part I), including collecting samples from different strata,

preparing and submitting strata chart/ bore log, including hire & running charges of all

equipment, tools, plants & machineries required for the job, all complete as per

direction of Engineer-in-charge, upto 90 metre depth below ground level.

397 NSR-17.1 All types of soil

398 NSR-17.1.1 400 mm dia Metre 90 379.70 34,173.00

399 NSR-18 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method

prescribed in IS: 2800 (part I), including collecting samples from different strata,

preparing and submitting strata chart/ bore log, including hire & running charges of all

equipments, tools, plants & machineries required for the job, all complete as per

direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below

ground level.

400 NSR-18.1 400 mm dia Metre 60 474.60 28,476.00

401 NSR-19 Supplying, assembling, lowering and fixing in vertical position in bore well,

unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS:

12818, including required hire and labour charges, fittings & accessories etc. all

complete, for all depths, as per direction of Engineer -in-charge.

402 NSR-19.1 200 mm nominal size dia Metre 120 464.20 55,704.00

403 NSR-20 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized

PVC medium well screen (RMS) pipes with ribs,

conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all

complete, for all depths, as per direction of Engineer-in-charge.

404 NSR-20.1 150 mm nominal size dia Metre 30 403.40 12,102.00

405 NSR-21 Gravel packing in tubewell construction in accordance with IS: 4097, including

providing gravel fine/ medium/ coarse, in required grading & sizes as per actual

requirement, all complete as per direction of Engineer-in-charge.

Cum 7.36 879.60 6,473.86

406 NSR-22 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW

(Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild

steel threaded and socketed/ plain bevel ended pipe (type A) of required dia,

conforming to IS: 8110, of reputed and approved make, having wall thickness not less

than 5.40 mm, including painted with outside surface with two coats of anticorrosive

bitumestic paint of approved brand and manufacture, including hire & labour charges,

fittings & accessories, all complete,

for all depths, as per direction of Engineer -in-charge.

407 NSR-22.1 200 mm diameter Metre 5 1,158.20 5,791.00

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408 NSR-23 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to

establish maximum rate of usable water yield without sand content (beyond

permissible limit), with required capacity air compressor, running the compressor for

required time till well is fully developed, measuring yield of well by "V" notch method or

any other approved method, measuring static level & draw down etc. by step draw

down method, collecting water samples & getting tested in approved laboratory, i/c

disinfection of tube well, all complete, including hire & labour charges of air

compressor, tools & accessories etc., all as per requirement and direction of Engineer-

in-charge.

Hour 144 419.40 60,393.60

409 NSR-24 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the

top of bore well housing/ casing pipe, removable as per requirement, all complete for

bore well of:

410 NSR-24.1 200 mm dia Each 1 177.30 177.30

411 NSR-25 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of

tube well as per IS: 2800 (part I), including necessary bolts & nuts of required size

complete.

412 NSR-25.1 200 mm clamp Each 2 1,116.80 2,233.60

413 NSR-26 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe

assembly of tube well as per IS:2800 (part I).

414 NSR-26.1 150 mm dia Each 1 178.50 178.50

415 NSR-27 Supplying, fitting and fixing Bore well submersible pump having flow 48cu. Mtr. per hr.

and 45 mtr head with 12.5HP motor 3 phase

Each 1 91,520.00 91,520.00

416 NSR-28 Supplying, fitting and fixing in position G.I. pipes of TATA make for underground works

with all necessary accessories, specials viz.socket, bend, tee, union, cross, elbow,

nipple, short piece etc. including cost of all materials, jointing materials ,cutting pipes,

making threads, cutting trenches upto 1.5 metre below surface in all sorts of soil and

refilling the same as directed with two coats of painting on G.I. pipes and specials with

bituminous paint complete in all respect. (Payment will be made on the centre line

measurement of the total pipe line including all specials No separate payment will be

made for accessories, specials. Payment for painting will be made separately)

417 NSR28.1 80 mm dia. medium quality Metre 60 877.80 52,668.00

418 NSR-29 Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested

to 21 kg per sq. cm. (for water lines only).

419 NSR-29.1 (ii) 80 mm dia Each 2 6,150.10 12,300.20

420 NSR-30 Providing and fixing gun metal non- return valve of approved quality (screwed end) :

421 NSR-30.1 80 mm nominal bore

422 NSR-30.1.1 Horizontal Each 1 2,753.40 2,753.40

423 NSR-30.1.2 Vertical Each 1 3,239.00 3,239.00

424 Sub Total = 368,183.46

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425

426 Grand Total = 362,408,244.42

( NOTES :- Description of various Items of this tender are as per DSR Item number mentioned in the BOQ. However item rates are calculated based on market analysis.)

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