1 government of haryana haryana public health...

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GOVERNMENT OF HARYANA

HARYANA PUBLIC HEALTH ENGINEERING DEPARTMENT

NATIONAL COMPETETIVE BIDDING

D.N.I.T.

Name of Work: - Providing Independent water works at Azad Nagar, Gangwa Road Hisar Town. ”Designing,

Constructing, Testing, Commissioning, Operation and Maintenance of canal based water supply scheme comprising of

R.C.C NP2 pipe inlet channel, one no. Raw water storage and sedimentation tank, raw water sump, clear water storage

tank, clear water sump, Rapid sand filter bed 4.54 MLD(1MGD), pump house, pumping machinery, rising mains,

boundary wall etc. and all other works contingent there to complete including Operation & Maintenance for 12 month

during defect liability period after trial run of 3 month & five year thereafter in Hisar Town complete in all respects “.

(On Risk & Cost of M/S Shiv Bhandar Construction Company, Hanumangarh)

App. cost Rs. 774.25 lacs

Amount : 774.25 lacs

Programme : URBAN ( STATE PLAN )

Name of Agency :

Agreement No. :

Administrative Approval

Date : 7-5-2010

Fund : 150.00lacs

Earnest Money : Rs.15,48,500 lacs

Time Limit : 12 months

Expenditure : Nil

Page : 1 to 130

Deputy Superintendent Executive Engineer, Public Health Engg.

Division No.1, Hisar

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PRESS NOTICE

Public Health Engineering Department, Haryana Public Health Engineering Division No.1, Hisar

Notice Inviting Tender

No. 6421 Dated: 04.05.2012

1. Online bids are hereby invited on behalf of Governor of Haryana for the works mentioned

below:-

i) Providing Independent water works at Azad Nagar, Gangwa road Hisar Town, “ Designing,

Constructing, Testing, Commissioning, Operation and maintenance of canal based water supply scheme comprising of RCC NP2 pipe inlet channel, 1 No Raw water storage and sedimentation Tank, Raw water

sump, Clear water storage tank, clear water sump, Rapid sand filter bed 4.54 MLD(IMGD), Pump House,

pumping machinery, Rising mains, Boundary wall Etc. and all other works contingent thereto" complete

including operation and maintenance for twelve months during defect liability period after trial run of

three months and five years thereafter in Hisar Town complete in all respects”.(On risk and cost of

M/S Shiv Bhandar Const. Company, Hanumangarh) App. cost Rs.774.25 lacs-

SNo. of

work

Estimated Cost Time Limit Earnest Money Tender Document Fee

1) Rs.774.25 lacs 12 months Rs.15,48,500 lacs

Rs.20000/-

2. Possession of Digital Signature Certificate (DSC) and registration of the contractors on the portal

i.e. http://haryanaphed.etenders.in is a prerequisite for e-tendering.

3. Last Dates of various activities by bidder:-

i) Downloading & Payment for tenders document :- Date & Time.

ii) Bid Preparation , EM Deposit, Submission of Bid- (Ist stage):- Date & Time

iii) Submission of bid- (IInd & Final stage):- Date & Time

For further details and e-tendering schedule, visit website http://haryanaphed.etenders.in

For & on behalf of Governor of Haryana

Sd/

Executive Engineer PHE Division No.1, Hisar

http://haryanaphed.etenders.in/


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PUBLIC HEALTH ENGINEERING DEPARTMENT, HARYANA

PUBLIC HEALTH ENGINEERING DIVISON No.1, HISAR

NOTICE INVITING TENDER

Online bids are hereby invited on behalf of Governor of Haryana for the following work as mentioned below:-

i) Providing Independent water works at Azad Nagar, Gangwa Road Hisar Town. ”Designing, Constructing, Testing,

Commissioning, Operation and Maintenance of canal based water supply scheme comprising of R.C.C NP2 pipe inlet channel,

one no. Raw water storage and sedimentation tank, raw water sump, clear water storage tank, clear water sump, Rapid sand

filter bed 4.54 MLD(1MGD), pump house, pumping machinery, rising mains, boundary wall etc. and all other works

contingent there to complete including Operation & Maintenance for 12 month during defect liability period after trial run of 3

month & five year thereafter in Hisar Town complete in all respects “. (On Risk & Cost of M/S Shiv Bhandar

Construction Company, Hanumangarh)

SNo. of

work

Estimated Cost

Time Limit Earnest Money Tender Document Fee

1) Rs.774.25 lacs 12 months Rs.15,48,500 lacs Rs.20000/-

Important Dates for the activities of the bidder:-

S. No. Activity Start date & time Expiry date & time

1 Downloading of tender document & payment of tender document fees.

09.05.2012 10:01 Hrs.

21.05.2012 10:00Hrs

2 Online bid preparation, Earnest Money deposit, finalization of rates & submissions of bids – First stage (bid seal/ Hash Submission)

09.05.2012 10:01 Hrs.

22.05.2012 10:00 Hrs

3 Submission of online bids- Final Stage (Re-encryption of bids)

22.05.2012 16:31 Hrs

24.05.2012 12:00 Hrs

1. Tender documents can be downloaded online from the Portal:

http://haryanaphed.etenders.in by the Firms / Individual registered on the Portal. For

registration details, refer link “Guidelines to contractors for online registration” on the

home page of the portal.

2. As the Bids are to be submitted online and are required to be encrypted and digitally

signed, the Bidders are advised to obtain Digital Signature Certificate (DSC) at the

earliest considering the fact that the process may take at least a weak. For obtaining

Digital Certificate, the Bidders should follow point No. 3 under “Annexure-A -

Conditions of e-tendering”.


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3. Key Dates

Sr.

No. PHED Stage Contractor Stage

Start Date and

Time

Expiry Date and

Time

1 Release of Tender

document -

07.05.2012 10:00 hrs.

09.05.2012 10:00 hrs.

2 -

Downloading of Tender Document & Payment of

Tender Document fees

09.05.2012 10:01 hrs.

21.05.2012 10:00 hrs.

3 -

Online bid preparation,

Earnest Money deposit,

finalization of rates &

submissions of bids – First stage (bid seal/ Hash

Submission)

09.05.2012 10:01 hrs.

22.05.2012 10:00 hrs.

4 Technical &

Financial Lock -

22.05.2012 10:01 hrs.

22.05.2012 16:30 hrs.

5 -

Submission of online bids-

Final Stage (Re-encryption of

bids)

22.05.2012 16:31 hrs.

24.05.2012 12:00 hrs.

6 Manual Submission of

additional documents

09.05.2012 10:01 hrs.

25.05.2012 10:00 hrs.

7 Open EMD & /PQ

bid - 25.05.2012 10.01 hrs.

25.05.2012 16.30 hrs.

8 Eligibility criteria

evaluation -

25.05.2012 16.31 hrs.

28.05.2012 16:00 hrs.

9 Open Financial /

Price-Bid -

28.05.2012 16:01 hrs.

29.05.2012 16:00 hrs.

4. The Bidders can download the tender documents from the Portal :

http://haryanaphed.etenders.in. Tender Documents Fees has to be paid online

through payment gateway during the “Downloading of Tender Document & Payment

of Tender Document fees” stage and Earnest Money Deposit has to be deposited

through RTGS (Real Time Gross Settlement) / NEFT (National Electronic Fund

Transfer) in the name of Executive Engineer, Public Health Engineering Division

No.1 Hisar bank account No.31282514344, in Bank name SBI Mini Sectt.

Hisar, & Bank IFSC CODE SBIN0006661. Following particulars are to be given

online at the e-tendering web portal of the department.

a) Name of a/c holder from whose a/c payment for earnest money has been

made by the agency

b) A/C No.

c) Name of the Bank

d) Transaction ID

e) Date & time of transaction

f) Amount of Payment


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Willing Contractors shall have to pay the Tender Document Fees through

payment gateway during the “Downloading of Tender Document & Payment of

Tender Document fees” stage. However, the details of the EMD are required to be

filled at the time of “Online bid preparation and submission of bid- Ist stage”, the

Bidders are required to keep the EMD details ready beforehand.

5. The tender shall be submitted by the bidder in the following two separate envelops

online:

1. Earnest Money and all the documents

in support of eligibility criteria - Envelope ‘ED’

2. Price Bid - Envelope ‘C I’

Note: Online Bidders shall submit the EMD through RTGS/ NEFT. EMD will not

be accepted in parts i.e. whole amount of EMD should be deposited in one

instance. Documents in support of eligibility criteria shall also be

submitted in Envelope ‘ED’. Price Bids are to be submitted mandatory

online and shall not be accepted in any physical form.

Reference of the EMD is to be mentioned online.

In the first instance, the Envelop – ‘ED’ of all the Bidders containing the statement of

Earnest Money and documents supporting eligibility criteria shall be opened online

as well as physically. If the Earnest Money and eligibility of bidder is found proper,

the Envelop ‘C1’ containing financial bids shall be opened online in the presence of

such bidders who either themselves or through their representatives choose to be

present. The financial bid shall be opened only if the bidders meet the eligibility

criteria as per the Bid document.

The bidder will submit the necessary documents as under.

Envelope ‘ED’ – Earnest Money Deposit and eligibility criteria Envelope

Physical EMD Envelope – Photocopies in support of eligibility criteria and

photocopy of document of transaction made in support of deposit of Earnest Money.

Online EMD Envelope—Reference details of the Earnest Money Deposit

instrument and scanned copy of documents supporting deposition of EMD and

eligibility criteria.

Envelope ‘CI’ – Price Bid Envelope

To be submitted mandatory online- “Information related to Price Bid of the

Tender”.

The bidder can submit their tender documents as per the dates mentioned in

the schedule above.

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CONDITIONS:-

1) NIT, if required, can be seen on any working day during office hours in office of

the undersigned.

2) Conditional tenders will not be entertained & are liable to be rejected.

3) The undersigned reserves the right to reject any tender or all the tenders

without assigning any reason.

4) The societies shall upload & produce a copy of the resolution of the Co-

Operative department for e-tendering.

5) The tender without earnest money payment will not be opened.

6) The jurisdiction of court will be at HISAR.

7) The tender of the bidder who does not satisfy the eligibility criteria in the bid

documents will be rejected summarily without assigning any reason and no

claim whatsoever on this account will be considered.

8) Bids would require to be valid for 3 months from the date of expiry of online

“Online bid preparation and submission of bid- Ist stage” stage. The bid for the

work shall remain open for acceptance during the bid validity period to be

reckoned from the expiry date of “Online bid preparation and submission of

bid- Ist stage” stage. If any bidder withdraws his bid during bid validity period,

any modifications in the terms and conditions of the bid, the said earnest

money shall stand forfeited.

For and On Behalf of

Governor of Haryana

Executive Engineer

PHE Division No.1, Hisar

Endorsement No.6423-60 Dated 04.05.2012

A copy of above is forwarded to the following for information and wide publicity:

(1) Deputy Commissioner, Hisar (2) Engineer-in-Chief Haryana, PHED, Panchkula (3) All Superintending Engineers/Executive Engineer, PHED Haryana.

For and On Behalf of

Governor of Haryana

Executive Engineer

PHE Division No.1, Hisar

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ANNEXURE-A

CONDITIONS OF E-TENDERING

Instructions to Contractors on Electronic Tendering

1. These conditions will over-rule the conditions stated in the tender

documents, wherever relevant and applicable.

2. All the Contractors intending to participate in the tenders processed online, are

required to get registered for the Electronic

Tendering System on the Portal http://haryanaphed.etenders.in

For more details, please see the information in “Guidelines to Contractors for

online Registration” link on the Home Page. Contractor is required to register on

the portal as per the procedure defined in the guidelines. After successful

completion of the registration process by the contractor, a registration no. and

Company ID generated by the portal will be issued to the contractor and the request

for registration of the contractor will be automatically sent to Nextenders India Pvt.

Ltd. for approval. For the approval of registration by M/S Nextenders (India) Pvt.

Ltd, the contractor is required to send a copy of the Enlistment Certificate and PAN

Card along with the print of the registration no. and company ID to Nextenders

(India) Pvt. Ltd. Address: M/s NexTenders (India) Pvt. Ltd. O/o PWD (B&R)

Haryana, Nirman Sadan Building, (Basement) Plot No.-1, Dakshan Marg,

Sector-33, Chandigarh-160020 or Email at [email protected] for

verification. Nextenders India Pvt. Ltd will verify the documents and approve the

registration. Registration will not be approved until the above mentioned documents

are submitted by the contractor. Contractor may register himself on the portal

considering the fact that the process for approval may take about 5 days.

3. Obtaining a Digital Certificate:

3.1 The Bids submitted online should be encrypted and signed electronically with a

Digital Certificate to establish the identity of the bidder bidding online. A digital

signature certificate has two keys i.e. Public Key and Private Key. Public Key is

used to encrypt the data and Private Key is used to decrypt the data. Encryption

means conversion of normal text into coded language whereas decryption means

conversion of coded language into normal text. These Digital Certificates are

issued by an approved certifying authority, by the controller of Certifying

Authorities, Government of India.

3.2 A Digital Certificate is issued upon receipt of mandatory identity proofs and

verification letters attested by the Notary Public / Charted Account / Any

Gazatted Officer whose stamp bears emblem of Ashoka. Only upon the receipt of

the required documents, a digital certificate can be issued.


[email protected]%20

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3.3 The contractors may obtain Class II B digital certificate from any Certifying

Authority or Sub-certifying Authority authorized by the Controller of Certifying

Authorities on the portal http://cca.gov.in. or may obtain information and

application format and documents required for issue of digital certificate from

one such certifying authority given below which is :-

1. TATA Consultancy Serivces Ltd. 11th Floor, Air India Building, Nariman Point, Mumbai-400021 website – www.tcs-ca.tcs.co.in 2. Sify Communications Ltd.

III Floor, Tidel Park, 4 Canal Bank Road, Taramani, Chennai-600113. Website – www.safescrypt.com

3. MTNL Trustline CA O/o DGM (IT-CA), 5515, 5th Floor, Core-V Mahanagar Doorsanchal Sadan, CGO Comples, MTNL, Delhi-110003. Website – www.mtnltrustline.com 4. iTrust CA (IDRBT) Castle Hills, Road No.1, Masab Tank, Hyderabad, Andhra Pardesh -500057. Website – idrbtca.org.in 5. (n)Code solutions

301, GNFC Tower, Bodak Dev, Ahmedabad-380054, Gujarat. Website – www.ncodesolutions.com

6. National Informatics Centre Ministry of Communication and Information Technology

A-Block CGO Complex, Lodhi Road, New Delhi-110003. Website https://nicca.nic.in 7. e-Mudhra CA 3i Infotech Consumer Serivces Ltd 3rd Floor, Sai Arcade, Outer Ring Road, Devarabeesanahalli, Bangalore560036, Karnataka Website – http://www.e-Mudhra.com

Contractors may also obtain information and application format and

documents required for issue of digital certificate from the following:-

1. Nextenders (India) Pvt. Ltd. YUCHIT, Juhu Tara Road, Mumbai-400049 [email protected] 2. M/s NexTenders (India) Pvt. Ltd. O/o PWD (B&R) Haryana, Nirman Sadan

Building, (Basement) Plot No.-1, Dakshan Marg, Sector-33, Chandigarh-160020

Contact Person: Manmit Sharma - 09815034028 Kanwarjeet Singh- 09592259876

http://www.tcs-ca.tcs.co.in/

http://www.safescrypt.com/

http://www.mtnltrustline.com/

http://www.ncodesolutions.com/

https://nicca.nic.in/

http://www.e-mudhra.com/

mailto:[email protected]

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3.4 Bid for a particular tender may be submitted only using the digital certificate,

which is used to encrypt the data and sign the hash during the stage of bid

preparation and hash submission. In case, during the process of a particular

tender, the user looses his digital certificate (i.e. due to virus attack, hardware

problem, operating system problem), he may not be able to submit the bid

online. Hence, the users are advised to keep their Digital Signature Certificates

in safe custody.

3.5 In case of online tendering, if the digital certificate issued to the authorized user

of a firm is used for signing and submitting a bid, it will be considered

equivalent to a no-objection certificate/power of attorney to that User. The firm

has to authorize a specific individual via an authorization certificate signed by

all partners to use the digital certificate as per Indian Information Technology

Act 2000. Unless the certificates are revoked, it will be assumed to represent

adequate authority of the user to bid on behalf of the firm for Public Health

Engineering Department, Haryana tenders as per Information Technology Act

2000. The digital signature of this authorized user will be binding on the firm. It

shall be the responsibility of management / partners of the registered firms to

inform the certifying authority or Sub Certifying Authority, in case of change of

authorized user and that a fresh digital certificate is procured and issued an

‘authorization certificate’ for the new user. The procedure for application of a

digital certificate will remain the same for the new user.

3.6 The same procedure holds true for the authorized users in a private/Public

limited company. In this case, the authorization certificate will have to be signed

by the directors of the company.

4. Set up of machine

In order to operate on the electronic tender management system, a user’s

machine is required to be set up. A help file on setting up of the system can be

obtained from NexTenders (India) Pvt. Ltd. or downloaded from the home page of

the website - http://haryanaphed.etenders.in.>> “Information for new users”.

5. Online Viewing of Notice Inviting Tenders:

The contractors can view the N.I.T and the time schedule (Key Dates) for all the

packages floated using the electronic tendering system on the Haryana PHED

website http://haryanaphed.etenders.in. Contractor may refer to NIT in the

office of Executive Engineer.

6. Opening of an Electronic Payment Account:

6.1 For purchasing the tender documents online, contractors are required to pay the

tender documents fees online using the electronic payments gateway service as

mentioned at S.No.8.


http://haryanapmgsy.etenders.in/

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6.2 For the list of payments using which the online payments can be made, please

refer to the Home page of the Portal http://haryanaphed.etenders.in

7. Submission of Earnest Money Deposit:

7.1 Contractors have to deposit EMD into the account of the concerned Executive

Engineer through RTGS/NEFT. Earnest Money in parts either through different

banks or on different dates will not be accepted. EMD should be deposited

through RTGS / NEFT as consolidated amount in single transaction so that

there is no difficulty in accounting and also that there is no ambiguity for

relating a transaction to a particular tender.

7.2 Refund of Earnest Money Deposit to the unsuccessful bidders will be made

through cheque issued in the name of contractor / agency.

7.3 Payment of EMD may be made upto specified time of “Online bid preparation

and submission of bid- Ist stage” as per key dates schedule of tender. Scanned

copy of the proof i.e receipt of transaction of EMD should be uploaded while

submitting the tender. A photocopy of document of transaction made should

also be physically submitted in envelop ED.

7.4 If any agency withdraws its bid after “Submission of bids- Final Stage (Re-

encryption of bid)” then the Earnest Money Deposit of such agency shall be

forfeited.

8. Submission of Tender Document Fees:

The Payment can be made by eligible contractors online directly via Credit Card

/ Internet Banking Account / Cash Card / Debit card. The contractors have to

pay for the tender documents online by making online payment of tender

document fees using the service of the secure electronic payment gateway. The

secure electronic payments gateway is an online interface between contractors

and credit card / online payment authorization networks.

If the tenders are cancelled or recalled on any grounds, the tender document

fees will not be refunded to the agency.

9. Purchase of Tender Documents:

Download of Tender Documents: The tender documents can only be downloaded

from the Electronic Tendering System on the Portal

http://haryanaphed.etenders.in

10. Submission of bids (Ist Stage) i.e. Bid Seal/ Hash submission:

Submission of bids will be preceded by submission of the digitally signed bid

seal (Hash) as stated in the tender time schedule (Key Dates) of the Tender.

Bidders should take note of any corrigendum being issued on the web portal on

a regular basis. They should view and note down the tender Hash and ensure



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that it matches with their previous noted Hash before confirming the rates. The

bidder will not be able to change the rates after the expiry time of this stage.

11. Generation of Super Hash:

After the time of submission of Bid Seal (Hash) by the bidders has lapsed, the

bid round will be closed and a digitally signed tender Super Hash will be

generated by authorized Haryana PHED official. This is equivalent to sealing the

tender box.

12. Submission / Re-encryption of bids (IInd & Final stage)

Bidders have to submit their encrypted bids online and upload the relevant

documents for which they generated the hash at the “Online bid preparation and

submission of bid- Ist stage” after the generation of Super Hash within the date

and time as stated in the Notice Inviting Tenders (Key Dates). The electronic bids

of only those contactors who have submitted their bid seals (Hashes) within the

stipulated time, as per the tender time schedule (Key Dates), will be accepted by

the System. A bidder who does not submit his bid seal (Hash) within the

stipulated time will not be allowed to submit his bid after the permitted time as

per key dates.

13. Key Dates:

13.1 The bidders are strictly advised to follow dates and time as indicated in the Notice

Inviting Tender. The date and time will be binding on all the bidders. The bidders

are required to complete the stage within the stipulated time as per the schedule

to continue their participation in the tender. All online activities are time tracked

and the system enforces time locks that ensure that no activity or transaction

can take place outside the start and end dates and time of the stage as defined

in the Notice Inviting Tender. The bidder should check the status of a particular

stage by following the below mentioned procedure:-

a. Click on “Main” after login into the portal.

b. Select “Tender Search” and click on “Go”

c. Next screen will appear on the screen and click on “Search” button to view

the list of various tenders.

d. Select the tender whose status is to be viewed by clicking on the tender

no.

e. Click on “Action page” button. The status of all the stages i.e. whether

“Pending” or “Completed” can be viewed.

The bidder should ensure that the status of a particular stage should

be shown as “Completed” before the expiry date and time of that particular stage

and he should possess a copy of receipt of completion of each stage to be

performed from his end. It will be the sole responsibility of the bidder if the

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status of a particular stage is “Pending” till the expiry date and time of that stage

and he is not able to proceed further in the e-tendering process.

Other Information:

1. The intending bidders shall fill the lumpsum rate / item rate / Percentage rate

in the online templates of the online tender. The Price Bid has to be submitted

mandatory online. In case the bidder does not submit the rates of Non-schedule

items, intentionally or unintentionally, then the rates of such items will be

considered as Free of Cost. If the bidder does not agree to execute such N.S.

Items for which he has not quoted rates, free of cost, then his EMD will be

forfeited.

2. The photocopy of the receipt of transaction made for payment of Earnest Money

Deposit should be put ‘ED’ sealed envelopes and these sealed envelope and

delivered to this office before the date and time mentioned in the Tender Notice

alongwith documents listed below:

i. A list of all documents accompanying the sealed envelope containing the

tender documents.

ii. Duly accepted power of Attorney in original along with its two certified copies

in the name of bidder or authorized representative to act on behalf of the

agency.

3. Tenderer must strictly abide by the stipulations set forth in notice inviting

tender & while tendering for the work, the bidder shall adopt only the two

envelope system.

4. The ‘CI’ envelope – Price Bid envelope has to be submitted mandatory online and

shall not be accepted physically under any circumstances. In case any bidder

does not comply with procedure given above, it will be presumed that he is not

interested in the work and the work shall not be let out to him. Further he may

be de-listed without further notice to him for failing to abide by the strictly

approved terms of notice inviting tender for this work.

5. The tenders which are not accompanied by the earnest money or proof of earnest

money or do not strictly follow the technical requirement, are liable to be

rejected summarily.

6. Tenders / quotations which are dependent upon the quotations of another

bidder shall be summarily rejected.

Note: - Bidders participating in e-tendering shall check his/her validity of Digital Signature

Certificate before bidding in the specific work floated online at e-tendering portal of

Public Health Engineering Department, Haryana on the website http://haryanaphed.etenders.in.

Also, the bidder will be held liable solely, in case, while bidding in particular stage - Date & Time

expired as per the key dates available on the tender document. Key dates are subject to change in

case of any amendment in schedule due to any reason stated by concerned Executive Engineer of

the Department.


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HARYANA PUBLIC HEALTH ENGINEERING DEPARTMENT

PUBLIC HEALTH ENGINEERING DIVN. NO1 HISAR

NOTICE

NOTICE INVITING TENDER

1. For and on behalf of the Governor of Haryana, tenders in sealed covers are hereby invited for the

execution of the work given below from firms of repute/such contractors, who are having a valid

certificate of enlistment issued by a competent officer of Haryana Public Health Engineering Department,

duly renewed upto date (on which tenders are to be opened):-

Name of work : Providing Independent water works at Azad Nagar, Gangwa Road Hisar Town. ”Designing,







Estimated Cost App. Cost Rs. 774.25 Lacs

PARTICULATS OF THE OFFICER Executive Engineer

INVITING THE TENDRS Haryana Public Health Engineering Deptt

Public Health Engineering Divn.No.1,

Hisar

Hereinafter referred to as

“Executive Engineer”

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STANDARD FORM OF AGREEMENT

Name of Contractor: -

Name of Work:- Providing Independent water works at Azad Nagar, Gangwa Road Hisar Town. ”Designing,







(UNDER STATE PLAN)

App.cost Rs.774.25 lacs

HARYANA PUBLIC WORKS DEPARTMENT.

PUBLIC HEALTH ENGINEERING DIVISION NO.3, HISAR.

FORM: F-1

TENDER

AND

CONTRACT FOR WORKS

General Rules and Directions for the Guidance of Contractors

CONTRACTORS SHOULD CAREFULLY STUDY THE RULES GIVEN BELOW

WHICH ARE FOR THEIR GUIDANCE. BEFORE SUBMITTING THE TENDERS &

COMPLY WITH THE SAME, ANY NONCOMPLIANCE OF THE SAME IS LIKELY TO

RESULT IN FOREFEITURE OF EARNEST MONEY & MAY RESULT INTO

CANCELLATION OF HIS CERTIFICATE OF ENLISTMENT.

Rule No 1: Brief information about the works proposed for

execution by contract have been notified in a shape of “Notice”

pasted on the Notice Board hung up in the office, duly signed

by Executive Engineer. Further the detailed document called

“NOTICE INVITING TENDERS” can be seen in the office of

the Executive Engineer on any working day. This form states the

work to be carried out, as well as the date & time for submitting

and opening of tenders and the time allowed for carrying out the

work, the earnest money required to accompany the tenders, also

the amount of security to be deposited by the contractor whose

tender is accepted, the conditions of contract on which contract

agreement would be concluded, copies of the technical

specification, designs & drawings, contract schedule of rates,

and also a schedule of “Ceilling Premia “by which the rates of

various item of the Contract Schedule of Rate shall be increased

General

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so as to be called the “Ceilling Premia”. Further, any other

documents required in connection with the works duly signed by

the Executive Engineer for purpose of identification shall also be

opened for inspection by the Contractors in the office of the

Executive Engineer as mentioned in the “NOTICE”.

Rule No 2 :Any Contractor, who submits tender shall sign an

affidavit to the effect that he has no connection or relation with

the firm/Contractor blacklisted by Haryana Government /Govt.

of India from time to time. The form of affidavit can be seen in

the office of the “Executive Engineer”

Rule No. 3 The tender shall not be burdened or loaded with

Conditions. Only rate shall be quoted. A conditional tender is

liable to be rejected outright at the discretion of the accepting

authority. In the alternative, the accepting authority may treat the

conditions as null and void and make a counter offer to the

tenderer to do the work at the rate quoted by him, without the

conditions. If the contractor to submitted the tender refuses to

accept the said counter offer to do the work at the rates quoted

by him, within one week of the said offer having been made by

the accepting authority, the earnest money, which accompanied

the tender shall stand forfeited and the Contractor shall have no

claim to the same, whatsoever.

Conditional

Tender

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Rule No. 4: The tender shall be signed the person or persons

authorized to do so in a manner by the authority granting the

certificate of enlistments. Any tender not signed in the manner so

authorized shall be deemed to be an invalid tender and shall be

rejected and the earnest money shall be forfeited without prejudice to

any other rights & remedies available to the Executive Engineer.

In the event of the tender being submitted by a firm, it

must be signed separately by each member thereof, or in the

event of the absence of any partner, it must be signed on his

behalf by a person holding power of attorney authorizing to do

so.

For the purpose of identification, the Contractor shall

supply to the Executive Engineer specimen signatures duly

attested by a Gazetted Officer known to the Executive Engineer.

The specimen signatures must be supplied well before the date

of submission of tender.

The Contractor(s) shall sign on all pages of tender form

to be submitted by him. In addition, he shall also sign at the

places, where he is to sign which are marked ‘X’ on pages.

All corrections shall be made in a manner so that the

original is legible. There shall be no overwriting. The correction

shall be authenticated by the signatures of the authorized person

as described above.

Any tender not so signed may be rejected and the earnest

money forfeited.

Contractor’s

Signature

Single rate Rule No.5: (a) For Schedule Items: Any person who

submit a tender shall fill up the usual printed form stating the

percentage above or below the “ Celling rates” as defined in Rules 1

at which he is willing to undertake the work. Only one single rate of

percentage above or below on all schedule item of the contract

schedule & for all purpose shall be mentioned in the space provided

in the tender form. For the purpose of this single rate, explanatory

memo, below may be seen which explains the manner in which the

admissible payment shall be worked out after taking into

consideration the sanctioned celling Premia as enumerated in the

“schedule of Ceilling Premia” mentioned in Rule (1) together with

the single rate quoted by the contractor. Any rate entered outside this

space may render the tender invalid. If a contractor quotes more than

one rate in that case only lower or lowest of the rates so quoted shall

be considered and counter offer shall be made to him accordingly at

the lowest of the rates quoted by him and in the event of his not

23

accepting the same, the earnest money that accompanied the tender

shall stand forfeited and the contractor shall have no claim to the

same whatsoever.

(b) For non Schedule items:- a person submitting a tender

shall fill up the rates against each item show on page 14 .No premium

over the rates quoted by him will be admissible over these N.S items.

EXPLANATORY MEMO

(REFER TO RULE 4 OF GENRAL RULES AND DIRECTION FOR THE GUIDANCE OF

CONTRATORS)

For the purpose the basic rate for a particular item specified in the contract schedule of Rates shall be increased by

the sanctioned Ceilling Premium as per the “ schedule of Ceiling Premia’ which is attached and is apart of this

form. The total amount shall then be subjected to the discount or Premium quoted by the contractor.+

For example, the basic rate for an item is Rs. 120 per cum. & sanctioned ceiling premium is 50%, 300cum

of the item is executed and premium/rebate over the rate quoted by the contractor is 3% below. The net payment

shall be worked out as below:-

_______

Quantity Item Unit Rate Amount Rs.

_______________________________________________________________________________

300cum 4 cu.m Rs.120.00 Rs. 36000

Add ceiling premium 50% Rs. 18000

GROSS TOTAL Rs.54000

Less contractor rebate 3%(-) Rs. 1620

NET PAYABLE Rs.52380

If the rate quoted by the contractor was 5% above the amount payable would be as under :-

24

GROSS TOTAL Rs. 54000

Add Contractor’s Premium 5% Rs. 2700

Rs. 56700

6. (a) The Superintending Engineer or any other officer duly authorized by him will open tenders. Any

Contractors (who may have submitted tenders)or their authorized agents may be allowed to be present at

the time of opening of tenders.

(b) The Executive Engineer P.H.E Divn. No.3, Hisar then announces the rate quoted by all other

contractors whose tender do not suffer from any infirmities. In case where the tenders have any or many

short-comings, the rates may not be announced and such tender may be put up in cover and sealed. This

fact shall be announced. The tender so sealed shall be dealt with according to rule and regulation on the

subject/situation.

( c) The Executive Engineer shall have the right of rejecting all or any of the tenders without assigning any

reason.

In the event of a tender being accepted, an acknowledgement of the Deposit at Call receipt forwarded

therewith shall thereupon be given to the Contractor who shall thereupon for the purpose of identification, sign

copies of specifications and other Documents mentioned in Rule 1. In the event of a tender not being accepted,

the earnest money forwarded with such tender unless the same has been forfeited will thereupon be returned to

the concerned tenderer

7 The receipt of an Accountant or a Clerk for any money paid by the Contractor will not be considered as

acknowledgement of payment to the Executive Engineer and the Contractor shall be responsible for seeing

that he procures a receipt signed by the authorized person of Executive Engineer.

8 The memorandum of work tendered for and the memorandum of materials, if any, to be supplied by the

Haryana Public Health Engineering Division No.3 and their issue rates shall be filled in and completed in

the office of the Executive Engineer before the tender form is issued. If a form is issued to a Contractor,

who intends to tender without having been so filled in and completed, he shall request the office to have

this done before he completes and delivers his tender.

9. The Department may refuse or suspend payments on account of a work when executed by a firm or by

Contractors described in their tender as a firm, unless receipts are signed by all the partners, or one of the

partners, or some other person produces written authority enabling him to give effectual receipts on behalf

of the firm.

25

TENDER FOR WORKS

In future as I/We hereby tender for the execution, for the Haryana Public Health Engineering

well as Division No.3, for the work specified in the memorandum page no. 15 with the

in work time specified in such memorandum

(A) Schedule Items

(In figure) (in words)

Percent ABOVE /BELOW the ceiling rates worked out as per Contract Schedule of rates and the schedule of

ceiling Premia read with rule 1 and in accordance in all respects with the specifications, drawings and

instructions in writing referred to in rule 1 thereof and in clause II of the annexed condition and with such

materials as are provided for by the Engineer-in-Charge in all other respects in accordance with such

condition, so far as applicable.

(B) NON – SCHEDULE ITEMS

Sr.No. Name of item with brief description Qty Unit Rate quoted by

the contractor

1 Supply & erection of Horizontal spindle split

casing type pumping sets of following duties

directly coupled to AC squirrel cage induction

type motor with accessories as described in

Schedule No. II complete in all respect all

priming arrangement with base frame complete

in all respect

a) Clear water pump set (at water works)

4500LPM x 45mtr head

b) Raw water pump set


2 No

2 NO.

Each

Each

26

2 Supply and fixing following CI D/F pipe

and specials/ sluiced valve / bell mouth/

reflex valves including cost of jointing

materials, excavation, laying, jointing,

refilling including making adequate

supports of masonry/ concrete/steel for

delivery and suction pipe from bell mouth

in the under gound Tank tank up to the

rising main laid by the Deptt. As per plans

shoun from the foundation wall of the

pump chamber for clear water pumop sets

at water works Gangwa road hisar as per

specification give schedule –II for

A) Detail of pipe and specials

a) CI /DI bends, Reducers, tees etc. upto

300 mm i/d.

2000kg Per kg

a) CI D/F pips

a) 200 mm i/d

b) 250 mm i/d

45 mtr

20 mtr

Per mtr

Per mtr

c) bell mouth

a) 200 mm i/d

b) 250 mm i/d

2 NO.

2No.

Each

Each

3 Supply, erection, testing and

commissioning of HT metering panel 11

KV Consisting of One NO. Electronic

trivactor meter 3 phase, for wire 0.5 class

of Accuracy on Kw hour point basis

complete with HT CTs of 20/5 empire, 15

VA burden and class 0.5 accuracy and HT

PT 110000/110V , 15VA burden and class

of 0.5 accuracy including metering cubical

complete in all respect as described in

schedule No. II

1 job Complete

Job

27


commissioning of standard make 200 KVA

11/0.433 KVA3 phase 50 cycles copper

wound outdoor type transformer with

manual tape changes and termination

complete as described in schedule No. II

complete in all respect.

1 Job Complete

Job


commissioning of GO switch with blad, Pin

six insulater operating and handle wuth GI

pipe 25mm class B with 2 No. RCC pole

complete in all respect

I Job Complete

Job

6 Supply, erection, testing of standard make

XLPE 35 sq. mm 3 core galvanized steel

strip armored cable HT/11 KV grade with

aluminium conductor in ground covered

with sand and brick/ in trench/in pipe for

making follwing connection a)from

HVPN G.O. switch to metering equipment

b) form HT Metring Equipment to

transformer ( complete in all respects as per

schedule No.II.)

50 Mtrs Per mtr

7 Supply, erection, testing & commissioning

in HT epoxy type cable boxes for 35

SQ.mm HT/ 11 KV XLPE 3 core galvazid

steel strip armonde cable including material

required for complete erection of the same

such as thimble, lugs solder compound etc.

complete in all respects as described in

Schedule No- II.

i) for outdoor installation

ii) For indoor Installation

2 No.

2 No.

Each

Each

28


commissioning of LT panel with copper

bus bar and solid connection of suitable

rating (as per schedule No.II) consisting of

1 No. incoming MCCB 25 ka Micro

processor MCCB breaking capacity with

having adjustable over loadwith time delay

relay and adjustable short circuit with time

delay relay with complete metring (Amp.

Meter with CT, ASS ,VSS and phase

indicatoing control fuse 3 NO. fully

automatic factory manufactured outgoing

star delta starter suitable of having

following accessories of suitable rating for

respective motor

At Water works Clear water pump set :-

4500LPM x 45 Mtr. Head = @ 2 Nos.

(each for pump)

i) MCCB 160 Amp. -1 Nos.

ii) Contractor of 63 Amp (AC-

3duty) 3 No.

iii) Electronic Motor protection

relay with display

iv) Protection:-

(a) over current

(b) under current

(c) phase loss imbalance of

reversal

(d) lock rottor

v) Timerelectronic 0.60 second – 1

No.

vi) Single phase preventor – 415

voltage AC – No.

vii) Push Button = 3 No. I Job

Complete

Job

29

viii) Amp. Meter 0-400 Amp. 1 No.

ix) CTS 200/5 Amp. -3 No.

x) Amp. Selector switch 1 No.

xi) Control fuse- 3 No.

Raw water pump set: 3500LPM x 12

Mtr. Head = 2No. ( each for pump)

i) MCCB 32 Amp – 1 Nos.

ii) Contractor of 16 AMP (AC- 3

Duty) 3 No.

iii) Electronic Motor protection

relay with display

iv) Protection

(a) over current

(b) under current

(c) phase loss imbalance of

reversal

(d) lock rottor

v) Timerelectronic 0.60 second – 1

No.

vi) Single phase preventor – 415

voltage AC – 1 No.

vii) Push Button = 3 No.



x) Amp. Selector switch 1 No.


Note All the power connection should be

with solid copper bus bar of suitable rating

addition outgoing feeders

i) one No. 5H.P vacume pump motor with

32 AMP. TPN and DOL starter complete

ii) One for lighting load with 32 AMP

MCB TPN

iii) 2 No. for exhaust & cilling fan with 16

Amp. MCB. DP

30


commissioning of LT cables PVC

aluminum armoured cable including cost of

thimbles, lugs for making connection under

ground covered with sand and bricks/in

trench/in pipe on steel bridges (Detail of

cable sizes and length to be provided be

clearly mentioned for making following

connection).

a)From Transformer to LT panel 1100 volts

1x 300 sqm mm 3½ core

b) from LT panel to atarter 1100 valt

1x90 sq. mm 3 core ( for 4500 LPM x 45

mtr head

c) from starter to motor 1100 valts

2 x35 SQ. mm 3 core (for 3500LPM x 45

Mtr head

25 m

15 M

30 m

Per mtr

Per mtr

Per Mtr

d) From LT panel of starter 1100 valt


mtr head)

15 M Per Mtr

e)from starter to motor 1100valt ( copper

cable)

6 sq mm 3 core ( for 3500 LPM x 12 mtr

head)

30 m

Per mtr


commissioning of Automatic Power Factor

correction factor panel 40 KVAR (as per

schedule No. II) with automatic power

factor correction in various steps with

incoming 150 Amp. MCCB with complete

metering.

1 Job Job

31


commissioning of Earthing with tinned

copper earth plate 600mm x600mmx 3mm

thick including accessories and connections

from earth electrode with copper strips

32mm x 6mm thick as per specification

given in schedule No. II. 9 NO. Each


commissioning earthing with G.I pipe 4.5

Mtr long and 40 mm dia with masoury

enclosure and connection from electrode

with 4.00 mm dia G.I wire in 15 mm dia

G.I pipe as per specification given in

schedule No.- II 5 No. Each

13 Providing fixing of insulated rubber

matting suitable for 11 kv installations 1

meter x 2 meter x 12 mm / as per panel

SPEC for site as per specification given

Schedule No. II 5 No. Each

14 Providing and fixing of exhausted fans each

having a capacity of 45 cubic meters per

minute complete with suitable G.I sheet

ducting in pump chamber if required 1 No. Each

15 Supply and erecting testing of standard

make sodium light 250 watt with pipe

fitting and accessories with bulb of reputed

make complete in all respect 1 No. Each

16 Providing fixing of cilling fans 48” i/d

(1200mm) with suitable GI pipe complete

in all respect. 1 No.

Each

17 Providing and fixing of PVC water stop

(fixo- stop) with ribs & central bulbs of size

given below confirmed to IS-12200 of 1987

(fixo-stop) alongwith the bitumen board

including cost of bitumen filler complete

i) 300 mm wide x 8 mm thickness for bed

and wall. 500 mtr Per mtr

32

18 Providing & fixing 400 mm i/d floting arm

along with swivel bend as per specification

approved by the Engineer In charge .

Including cost of all jointing material 1 No. Each.

19 Providing and installing water purification plant of

4.54 MLD (1.00 MGD) capacity at water works Azad

Nagar Area Gangwa Road, Hisar comprising of CI

pipe from existing raw water main / pump, inlet box,

inlet channel, Alum dozing, Flash mixing, Tapered

floculator, Rectangular settling tank, filter box, over

head Reservoir for back wash including pump sets

and electric control panel, waste water tank including

pump sets & electric control panel, sluice valves, CI

pipes, CI specials, manhole covers, air scour

equipment, Chemical house including chlorination

equipment and arrangement of flow measurement

and sand bed complete in all respect as per NIT

including cost of sluice valve of make

Kirloster/IVC/VAg 1 Job

Complete

Job

20 Operation & Maintenance of complete

water works

a) operation and maintenance during defect

liability period after 3 month trial run

period 1 year

Per year

b) For 1

st year operation and maintenance after

defect liability period 1 year

Per year

c) For 2nd year operation and maintenance

after defect liability period 1 year

Per year

d) For 3

rd year operation and maintenance


Per year

e) For 4

th year operation and maintenance after


Per year

f) For 5



Per year

Enter the rates both in words and figures only in this space. In the event of variation of rate in words and figures, tender

may be rejected or otherwise the lower value only shall be considered. Also in case of Non schedule items, if rate of any

item is not quoted by the contractor, the same shall consider as free of cost.

33

MEMORANDUM

(a) General Description:- Providing Independent water works at Azad Nagar, Gangwa Road

Hisar Town. ”Designing, Constructing, Testing, Commissioning, Operation and Maintenance of canal

based water supply scheme comprising of R.C.C NP2 pipe inlet channel, one no. Raw water storage

and sedimentation tank, raw water sump, clear water storage tank, clear water sump, Rapid sand filter

bed 4.54 MLD(1MGD), pump house, pumping machinery, rising mains, boundary wall etc. and all

other works contingent there to complete including Operation & Maintenance for 12 month during

defect liability period after trial run of 3 month & five year thereafter in Hisar Town complete in all

respects “. (On Risk & Cost of M/S Shiv Bhandar Construction Company, Hanumangarh)

(b) Estimated Cost Rs.:- 774.25 lac

(c) Earnest money Rs.:- 15,48,500 lac

(d) Security deposit (including earnest money)Rs.:-2% E.M., 1% Security, 2% Performance Gurantee.

(e) Percentage, if any, to be deducted from bills:- 5%

(f) Time allowed for the work from date of written order to commence 12 months

In case this tender is accepted I/WE hereby agree to abide by and fulfill all terms and

provisions of the said condition of contract annexed hereto so far as applicable, or in default thereof

forfeit to and pay to the Haryana Public Health Engineering Department or its successor in office the

sums of money mentioned in the said conditions.

The sum of Rs ”Deposited vide Deposit at call in the name of Executive Engineer No.1 HISAR

dated____________ as earnest money, the full value of which is to be absolutely forfeited to the Haryana

Public Health Engineering Division No.1 or its successor in office without prejudice to any other rights or

remedies of the said Haryana Public Health Engineering Division No.1 or its successor in office. Should

I/We fail to commence the work specified in the above memorandum the said sum of Rs.____ lacs shall

we retained by the Haryana Public Health Engineering Department on account of the Security Deposit

specified in the Clause 1 of the said condition of contract. Should I/We withdraw or modify the tender

with in three calendar months from the date of opening of tender, My/Our earnest money will stand

forfeited to Haryana Public Health Engineering Department and in both the cases any expenses which

may be incurred in excess of the sum which would have been paid to the original contractor if the whole

work had been executed by him(of amount of which excess the certificate in writing of the Executive

Engineer shall be final and conclusive ) shall be borne and paid by the original contractor and may be

deducted from any money due to him by Government under the contract or otherwise or from the

proceeds of sale of his property or a sufficient part thereof.

The above tender is hereby accepted by me for and on behalf of the Governor of Haryana

Dated the Day of 200

Executive Engineer

Public Health Engg. Divn No.1

Hisar

(a)-(b) If several sub

work are included they

should be detailed in a

separate list

(c) The deposit will

very from 1to 2% of

the estimated cost of

the work according to

the requirement of the

case

(d) This will be 5% of

the estimated cost of

the work.

(e) the percentage will

be 5% of the total

amount of running

bills see note to clause

I of condition of

contract.

*Give Particulars and

number

Strike out (a) if no

cash security deposit

to be taken

Strike out (b) if no

cash security deposit

to be taken

Signature of

contractors before

submission of tender

Signature of witness

Contractor’s signature

Signature of officer by

whom accepted

34

CONDITIONS OF CONTRACT

Security deposit

This will be the same

percentage as that in

the tender

Clause – 1

The person/persons whose tender may be accepted (hereinafter called the Contractor)

shall permit the Executive Engineer, Haryana Public Health Engineering Division

No.1, Hisar hereinafter called the Engineer-in-charge at the time of making any

payment to him for work done under the Contract to deduct such sum as 5% of all

money so payable in addition five percent of the estimated cost of work already

deposited as security before commencement of the work including earnest money.

Such deductions to be held by Govt. by way of security deposits.

Compensation of delay

Clause – 2

The time allowed for carrying out the work as entered in the tender shall be strictly

observed by the Contractor, and shall be reckoned from the date on which the order to

commence work is given to the Contractor. The work shall throughout the stipulated

period of the Contract be proceeded with all due diligence (time being deemed to be

the essence of the Contract on the part of the Contractor) and the Contractor shall pay

as compensation an amount equal to one percent which the Engineer-in-Charge may

levy on the amount of the estimated cost of the whole work as shown by the tender

for every day that the work remains uncommented or unfinished, after the proper

dates. And further, to ensure good progress during the execution of work the

Contractor shall be bound, in all cases in which the time allowed for any work

exceeds one month to complete one-fourth of the whole of the work, before one-

fourth of the whole time allowed under the Contract has elapsed, one-half of the work

before one-half of such time has elapsed and three-fourth of the work before three-

fourth of such time has elapsed. In the event of the contractor failing to comply with

this condition he shall be liable to pay as compensation an amount equal to one

percent which the Engineer-in-Charge, may levy on the said estimated cost of the

whole work for every day that due quantity of work remains incomplete provided

always that the amount of compensation to be paid under the provisions of this

Clause, shall not exceed ten percent of the estimated cost of the work as shown in the

tender. The Superintending Engineer on representation in writing from the Contractor

may reduce the amount of compensation and his decision in writing shall be final.

Clause – 3

In any case in which under any Clause or Clauses of this Contract, the contractor

shall have rendered himself liable to pay compensation amounting to the whole of his

security deposit(whether paid in one sum or deducted by installments) the Executive

Engineer on behalf of the Government shall have power to adopt any of the

following courses, as he may deem best suited to the interests of Government.

Action when whole

security deposit is

forfeited

a)To rescind the Contract (of which rescission notice in written to the Contractor

under the hand of the Engineer-in-Charge shall be conclusive evidence) and in which

case the security of the Contractor shall stand forfeited and be absolutely at the

disposal of Government and any expenses which may be incurred in excess of the

sum which would have been paid to the original contractor if the whole work had

35

been executed by him ( of amount of which excess the certificate in writing the

Executive Engineer shall be final and conclusive) shall be borne and paid by the

original contractor and may be deducted from any money due to him by Government

under the contract or otherwise or from the proceeds of sale of his property or

sufficient part thereof.

b) To employ labor paid by the Public Works Department & to supply material to carry

out the work or any part of the work debiting the contractor with the cost of the labor

& the price of the materials (of the amount of which cost & price a certificate of the

Executive Engineer shall be final & conclusive, against the contractor) & crediting

him with the value of the work done, in all respects in the same manner and at the

same rates as if it had been carried out by the contractor under the terms of his

contract the certificate of Executive Engineer as to the value of the work done shall

be final.

c) To measure up the work of the contractor, & to take such part there of as shall be

unexecuted out of his hands, & to give to another contractor to complete, in which

case & expenses which may be incurred in excess of the sum which would have been

paid to the original contractor of the whole work had been executed by him (of the

amount of which excess the certificate in writing of the Executive Engineer shall be

final & conclusive) shall be borne & paid by the original contractor & may be

deducted from any money due to him by Government under the contract or otherwise

or from the proceeds of sale of his property or a sufficient part thereof.

In the event of any of the above courses being adopted by the Executive Engineer, the

contractor shall have no claim to compensation for any loss sustained by him by reason of

his having purchased or procured and materials, or entered into any engagement or made

advances on account or with a view to the execution of the work or the performance of the

contract. And in case the contract shall be rescind under the provision aforesaid the

contractor shall not be entitled to recover or paid any sum for any work therefore, actually

performed under this contract unless & until the Executive Engineer will have certified in

writing the performance of such work & the value payable in respect there of, & be shall

only be entitled to be paid the value so certified.

Clause – 4: -

In any case in which any of the powers conferred upon Executive Engineer by clause 3

hereof ,shall become exercisable & the same shall not be exercised, the not exercise there

of shall not constitute a waiver of any of the conditions hereof & such powers shall not

withstanding be exercisable in the event of any future case of default by the contractor for

which by any clause or clauses there of, he is declared liable to pay compensation

amounting to the whole of this security deposit & the liability of the contractor for past &

future compensation shall remain unaffected. In the event of the Executive Engineer

putting in force either of power (a) or (c) vested in him under the preceding clause he may,

if he of desires, take possession of all or any tools, plant, materials & stores in or upon the

works, or the site there of belonging to the contractor of procured by him intended to be

Contractor remains

liable to pay,

compensation if action

not taken under clause

–3

Power to take

possession of or

require removal of or

sell contractor’s plant,

36

used for execution of the work or any part thereof paying or allowing for the same in

account at the contract rates, or in case of these not being applicable & current market

rates to be certified by the Executive Engineer whose certificate there of shall be final,

otherwise the Executive Engineer may be notice in writing to the contractor or his clerk’s

of the works, foreman or other authorized agent require him to remove such tools, plant

materials or sores from the premises (within a time to be specified in such notice) and the

in event of the contractor failing to comply with any such requisition, the Executive

Engineer may remove them at the contractor’s expenses or sell them by auction or private

sale, on account of the contractor & at his risk in all respect & the certificate of Executive

Engineer as to the expense for any such removal & the amount of the proceeds & expense

of any such sale shall be final and conclusive against the contractor.

Clause – 5: -

If the contractor shall desire an extension of the time for completion of the work on the

ground of his having been unavoidable hindered in its execution or on any other ground of

his having unavoidable hindered in its execution or any other ground, he shall apply in

writing to the Superintending Engineer, Public Health Engineering Circle,

Hisar through the Executive Engineer, Public Health Engineering Division No.3, Hisar

within 30 days of the date of hindrance on account of which he desires such extension as

aforesaid, but before the expiry of contract period & the Executive Engineer /

Superintending Engineer shall, if in his opinion (which shall be final) reasonable ground

be shown therefore authorize such extension of time if any as may, in his opinion be

necessary or proper.

Extension of time

Contractor to

submit returns

every months for

any work claimed

as extra

District rates mean

the Haryana

Public Health

Engineering

Division No.3

rates for that

District.

Clause 5 (a) – The Contractor shall deliver in the office of the Executive Engineer, on or

before the 10th

day of every month during continuance of the work covered by this contract, a

return showing details of any work claimed or as a return showing details of any work claimed

as extra & as such return shall contain the value of such work as claimed by the Contract,

which value shall be based upon the rates and prices mentioned in the Contract or in the

schedule of rates in force in the district for the time being. The Contractor shall include in such

monthly return particulars of all claims of whatever kind and however arising which at the

date thereof he has or may claim to have against the Executive Engineer under or in respect of,

or any manner arising out of the execution of work and the Contractor shall be deemed to have

waived all claims not included in such return will have no right to enforce any such claims not

so included whatsoever be the circumstances.

Final Certificate

Clause – 6 – Without prejudice to the rights of Government under any Clause hereinafter

contained on completion of the works, the Contractor shall be furnished with a certificate by

the Executive Engineer (hereinafter called the Engineer-in-charge) of such completion, but no

such certificate shall be given, not shall the work be considered to be complete until the

Contractor shall have removed from the premises on which the work shall be executed all

scaffolding, surplus materials and rubbish and cleaned off the dirt from all wood works, doors,

windows, walls, floors or other parts of any building, in upon or about with the work to be

37

executed, or of which he may have had possession for the purpose of the execution thereof and

the measurements in the said certificate shall be binding and conclusive against the Contractor,

if the Contractor shall fail to comply with the requirements of this Clause as to removal of

scaffolding surplus materials and rubbish and cleaning off dirt on or before the date fixed for

the completion of the work, the Engineer-in-charge may at the expense of the contractor

remove such scaffolding, surplus materials & rubbish and dispose off the same as he think and

clean off such dirt aforesaid; and the Contractor shall forthwith pay the amount of all expense

so incurred and shall have no claim in respect of any such scaffolding or surplus materials as

aforesaid except for any sum actually realized by the sale thereof less any expenses by the

Engineer-in-Charge in connection there with..

Payment on

intermediate

certificate to be

regarded as

advances

Clause 7 - No payment shall be made for work estimated to cost less than one thousand, till

after the whole of the works shall have been completed and a certificate of completion given.

But in case of works estimate to cost more than One thousand, the Contractor shall be

submitting the bill thereof be entitled to receive a monthly payment proportionate to the part

thereof then approved & passed by the Engineer-in-Charge whose certificate of such approval

and passing of the sum so payable shall be final and conclusive against the Contractor. But all

such intermediate payments shall be regarded as payments by ways of advance against the

final payments only and not as payments for work actually done and completed and shall not

preclude the requiring of bad, unsounded and imperfect or unskillful work to be removed and

taken away and reconstructed or re-erected, or be considered as an admission of the due

performance of the Contract or any part thereof in any respect, or the accruing of any claim,

nor shall it conclude or any of them as to the final settlement & adjustments of the account or

otherwise or in any other way or vary or affects the contract. The final bill shall be submitted

by the Contractor within one month of the date fixed for completion of the work otherwise the

Engineer-in-Charge’s certificate of the measurement and of the total amount payable for the

work accordingly shall be final and binding on all parties.

Clause 7 (a) -

The deductions referred to in Clause 1 herein before or such part thereof as may be due to the

Contractor under this Contract shall be payable to the Contractor after a period of three months

has lapsed after payment of final bill.

Clause 8- A bill shall be submitted by the contractor each month on or before the date

fixed by the Engineer-in-charge for all work executed in the previous month & the

Engineer-in-charge shall take or cause to be taken the requisite measurement for the

purpose of having the same verified & the claim as far as admissible; adjusted if possible,

before the expiry of ten days from the presentation of the bill. If the contractor does not

submit the bill within the time fixed as aforesaid, the Engineer-in-charge may depute a

subordinate to measure up the said work in the presence of the Contractor, whose counter

signature to the measurement list will be sufficient warrant & Engineer-in-charge may

prepare a bill from such list which shall be binding on the contractor in all respects.

Bill to be submitted

monthly

Clause 9: - The contractor shall submit all bills in triplicate on printed forms to be had on

application from the office of the Engineer-in-charge, & the charge in the bill shall always

Bill to be on printed

forms

38

be entered at the rate specified in the tender or in the case of any extra works ordered in

pursuance of those conditions, & not mentioned or provided for in the tender at the rates

hereinafter provided for such works.

Clause 10: - If the specification estimate of the work provide for the use of any special

description of materials to be supplied from Engineer-in-charge’s store or if it is required

that the contractor shall use certain stores to be provided by the Engineer-in-charge (Such

materials and stores, and the prices to be charged therefore as hereinafter mentioned being

so far as practicable for the convenience of the contractor but not so as in any way to

control the meaning or effect to this contract specified in the schedule or memorandum

hereto annexed), the contractor shall be supplied with such materials & stores required

from time to time to be used by him for the purpose of the contract only, & the value of

the full quantity of materials & stores so supplied to the rates specified in, the said

schedule or memorandum may be set off or deducted from any sums then due, or hereafter

to become due to the contractor under the contract, or otherwise, against or from the

security deposit or the proceeds of sale thereof if the same is held in Government

securities the same of the sufficient portion thereof being in this case sold for the purpose.

All material supplied to the Contractor shall remain the property of the Contractor but

shall not on any account be removed from the site of the work without the written

permission of the Engineer-in-charge, & shall at all times be opened to inspection by him.

Any such materials unused and in perfectly good condition at the time of the completion

of the Contract, shall be returned to the Engineer-in-charge’s store if by a notice written

under his hand he shall or require, but the contractor shall not be entitled to return any

such materials unless with such consent and shall have no claims for compensation on

account of any such materials so supplied to him as aforesaid being unused by him, or for

any wastage in or damage to any such materials.

Stores supplied by the

Government.

Clause – 11: - The contractor shall execute the whole & every part of the work in the

most substantial & workman like manner & both as regard materials and otherwise every

respect in strict accordance with the Haryana PWD specifications. The contractor shall

also conform exactly, fully to the designs, contract drawings, and instructions in writing

relating to the works signed by the Engineer-in-charge & lodged in the office & to which

the contractor shall be entitled to access, at such office or on the site of the work for the

purpose of Inspection during office hours and the contractor shall, if he so requires be

entitled at his own expense to make or cause to be made copies of the specifications & of

all such designs, drawings and instructions as aforesaid.

Works to be executed

in accordance with

specifications,

drawings, orders etc.

Clause 11 (a): - The Engineer-in-charge shall have full powers at all times to objects to

employment of any workman, foreman or other employee on the works by the contractor,

and if the contractor shall receive notice in writing from the Engineer-in-charge requesting

the removal of any such man or men from the work, the contractor to comply with the

request forthwith.

No such workman, foreman or other employee after his removal from the works by the

Engineer-in-charge shall be re-employed or re-instated on the works by the contractor at

Removal of

employees, workmen

and foremen.

39

any time except with the previous approval in writing of the Engineer-in-charge.

The contractor shall not be entitled to demand the reason from the Engineer-in-charge for

requiring the removal of any such workman, foreman, or other employee.

Alterations in

specifications &

design do not invalid

contracts.

Extension of time in

consequence of

alterations.

Rates for works not in

estimate or schedule

of rates of the district.

Clause – 12: - The Engineer-in-charge shall have power to make any alteration or

omissions or additions to, or substitutions for the original specifications, drawings designs

& instruction, that may appear to him to be necessary or advisable during the progress of

the work & the contractor shall be bound to carry out the work in accordance with any

instructions which may be given to him in writing signed by the Engineer-in-charge & such

alteration, omissions, additions or substitutions shall not invalidate the contract, & any

altered, additional or substituted work which the contractor may be directed to do in the

manner above specified as part of the work shall be carried out by the contractor on the

same conditions in all respects on which he agreed to do the main work, & at the same

rates as specified in the tender for the main work. The time for the completion of the works

shall be extended in the proportion that the altered additional or substituted work bears to

the original contract work, & the certificate of the Engineer-in-charge shall be conclusive

as to such proportion. And if the altered, additional of substituted work includes any class

of work, for which no rate is specified in this contract, then such class of work shall be

carried out at the rates entered in the schedule of item of the district, subject to the same

percentage above or below as for the items included in the contract, & if such class or work

is not entered in the schedule of item of the district then the contractor shall within seven

days of the date of his receipt of the order to carry out the work inform the Engineer-in-

charge if does not agree to his rate, he shall give notice in writing be at liberty to cancel his

order to carry out such class of work, & arrange to carry to out in such manner as he may

consider advisable, provide always that the contractor or shall commence work or incur any

expenditure in regard thereto before the rates shall have been determined as lastly herein

before mentioned, than & in such case he shall have been determined as lastly herein

before mentioned, than & in such case he shall only be entitled to be paid in respect of the

work carried out or expenditure incurred by him prior to the date of the determination of

the rates as aforesaid according to such rate or rates as shall be communicated by Engineer-

in-charge. After getting the same decided by the competent.

No compensation for

alteration in

restriction of work to

be carried out.

Clause 13: - If at any time after the commencement of the work, if the Government shall

for any reason whatsoever not require the whole work thereof as specified in the tender to

be carried out, the Engineer-in-charge shall give notice in writing of the fact to the

contractor who shall have no claim to any payment compensation, whatsoever on account

of any profit or advantage, which he might have derived from execution of the work in full

but which he did not derive in consequence of the full amount of the work not having been

carried out, neither shall have any claim for compensation by reason of any alteration

having been made in the original specification, drawings, design & instructions which shall

invoice any curtailment of the work as originally contemplated.

Action & Clause 14: - If it shall appear to the Engineer-in-charge or his subordinate in charge of the

40

compensation

payable in case of bad

work.

work, that any work has been executed with unsounded , imperfect or unskillful

workmanship or with material of any inferior description or that any materials or articles

provided by him for the execution of the work are unsound or of a quality inferior to the

contracted for, or otherwise not in accordance with the contract, the contractor shall on

demand, in writing from Engineer-in-charge specifying the work materials or articles

complained of not withstanding that the same may have been inadvertently passed certified

& paid for forthwith rectify, or remove & reconstruct the work so specified in whole or in

part as the case may require or as the case may be, remove the materials or articles so

specified & provide other proper & suitable material or articles at his own proper charge &

cost & in the event of his failing to do so within a period to be specified by the Engineer-

in-charge in his demand aforesaid, then the contractor shall be liable to pay compensation

to the rate of one percent of the amount of the estimated cost of work covered by this

contract for every day not exceeding 10 days, while his failure to do so shall continue & in

case of any such failure the Engineer-in-charge may rectify or remove & re-execute the

work remove & replace with other materials or articles complained of as the case may at

the risk & expense in all respects of the contractor.

Clause 15: - All works under or in course of execution or executed in pursuance of the

contract shall at all times be open to the inspection & supervision of the Engineer-in-

charge and his subordinates and the contractor shall at all times, during the usual working

hours, and at all other times at which reasonable notice of the intention of the Engineer-in-

charge or his subordinate to visit the work shall have been given to the contractor, either

himself be present for that purpose order given to the contractor’s agent shall be

considered to have the same force as if they had been given to the contractor himself.

Work to be open to

Inspection

Contractor or

responsible agent to be

present.

Clause 16: - The contractor shall give not less than five day’s notice in writing to the

Engineer-in-charge or his subordinate –in-charge of the work before covering up or

otherwise placing beyond the reach of measurement any work in order that same may be

measured & contract dimensions thereof be taken before the same is so covered up or

placed beyond the reach of measurement & shall not cover or place beyond the reach of

measurement any work without the consent in writing of the Engineer-in-charge or his

subordinate –in-charge of the work, & if any work shall be covered up or placed in behind

the reach of measurement without such notice having been given or consent obtained, the

same shall be uncovered at the contractor expense, or in default thereof no payment or

allowance shall be made for such work or the materials with which the same was

executed.

Notice to be given

before work is covered

up.

Clause –17: - If the contractor and his work people or his servants shall break, deface,

injure or destroy any part of a building in which they may be working or any building,

road, fence, enclosure or grassland cultivated ground continuous to the premises on which

the work or any part of it is being executed, or if any damage shall happen to the work

while in progress from any cause whatever or any imperfections become apparent in three

month after the certificate final or other of its completions shall have been given by

Engineer-in-charge as aforesaid the contractor shall make the same good at his own

expense or in default the Engineer-in-charge may cause the same to be made good by

Contractor liable for

damage done & for

imperfections for 3

months after

certificate.

41

other workman, & deduct the expense (of which the certificate of the Engineer-in-charge

shall be final) from any sums that may be then, or at any time thereafter may become due

to the contractor or from his security deposit or, of a sufficient portion thereof.

Clause-18: - The contractor shall supply at his own cost all material (except such special

materials if any may in accordance with the contract be supplied from the Engineer-in-

charge’s stores) plants, tools appliances, implements, ladders, tackle, scaffolding &

temporary works, requisite or proper execution of the work, whether original, altered or

substituted & whether included in the specifications or other documents forming part of

the contract or referred to in these conditions or not, or which may be necessary for the

purpose of satisfying or complying with the requirements of the Engineer-in-charge as to

any matter as to which under those conditions he is entitled to be satisfied or which he is

entitled to require together with carriage therefore to & from the work. The contractor

shall also supply without charging the requisite number of persons with the means &

material necessary for the purpose of setting out works & counting, weighing & assisting

in this measurement of examination at any time & form time of the work or material,

failing which the same may be provided by the Engineer-in-charge at the expense of the

contractor & the expense may be deducted from any money due to the contractor under

the contract, or from his security deposit or the proceed of sale thereof, or of a sufficient

portion thereof.

The contractor shall also provide all necessary fencing & lights required to

protect, the public from accident & shall be bound to bear the expenses of defense of

every suit, action or other proceedings at law that may be brought by any person for injury

sustained due to neglect of the above precautions, & to pay any damages & cost which

may be awarded in any such suit, action or proceedings to any such persons or which may

with the consent of the contractor be paid to compromise any claim by any such person.

Contractor to supply

ladders, plant,

scaffolding etc.

And be liable for

damages arising from

non-provision of lights

fencings etc.

Clause-18 A: - The final bill of the contractor shall not be paid unless or until he furnishes

to the satisfaction of the Engineer – in – Charge a proof of the proof of the earth used for

the works having been fully paid to the owner of the land from which the earth was

removed or of the matter having been amicably settled with them.

The contractor shall also be liable to indemnify the government against all claims made

proceedings & action taken by any person in respect of the price of earth removed by the

contractor from his land for the work against all losses, damages, cost & expenses which

the government may suffer or incur as a result of such claims.

Labor Clause 19 A: - No laborer below the age of 18 years shall be employed on the work.

Clause 19 B: - The contractor shall pay his labourer not less than the wages paid for the

similar work in neighborhood. determined under minimum wages act for the District.

Work on Sunday Clause 20: - No work shall be done on Sunday without the sanction in writing of Engineer-

in-charge.

Contractor liable for

payment of

compensation to

injured workmen or

Clause 20 A: - In every case in which by virtue of the provisions of Section 12, sub section

(1) of the workman’s compensation Act, 1923 The Government is obliged to pay

compensation to workman employed by the contractor, in execution of works The

Government will recover from the contractor the amount of the compensation so paid &

42

in case of death to his

relations.

without prejudice to the right of the government under Section 12, sub section (2), of the

said Act, the government shall be at liberty to recover such amount or any part thereof by

deducting it from the security deposit or from any sum due by The government to the

contractor whether under this contract or otherwise.

The Government shall not be bound to contest any claim made against it under

section 12 sub section (1) of the said act except on the written request of the contractor &

upon his giving request to Government full security for all costs for which Government

might become liable in consequence of contesting such claims.

Works not to be

sublet. Contract may

be rescind & security

deposit forfeited for

subletting bribing or

if contractor becomes

insolvent.

Clause 21: - The contract shall not be assigned or sublet without the written approval of

the Engineer-in-charge. And if the contractor shall assign or sublet his contract or attempt

to do so or become insolvent or commence any insolvency proceedings or make any

compensation with his creditors or attempts so to do or if any bribe gratuity, gift, loan,

perquisite, reward or advantage, pecuniary or otherwise shall either directly or indirectly be

given, promised or offered by the contractor or any of his servants or agents to any public

officer or person in the employment of Government in any way relating to his office for

employment or if any such officer or person shall becomes in any way directly or indirectly

in the contract, the Engineer-in-charge may thereupon by notice in writing rescind the

contract & the security deposit of contractor shall thereupon stand forfeited & be absolutely

at the disposal of Government & the same consequences shall ensure as if the contract has

been rescinded under clause 3 hereof & in addition the contractor shall not be entitled to

recover or be paid for any work therefore actually performed under the contract.

Sum payable by way

of compensation to be

considered as

reasonable

compensation without

reference to actual

loss.

Deductions of

amounts due to The

Government on any

account whatsoever

to be permissible

from sums payable to

a contractor

Clause 22: - All sums payable by way of compensation under any of these conditions shall

be considered as reasonable compensation to be applied to the use of Government without

reference to the actual loss or damage sustained & whether or not any damage shall have

been sustained.

Clause 22-A: - Any excess payment made to the contractor inadvertently or otherwise

under this contract or on any account whatsoever & any other sum bound to be due to the

Government by the contractor in respect of his contract or any other contract or work order

of any to account may be deducted from any sum whatsoever, payable by the Government

the contractor either in respect of this contract or any other work order or by any other

account by any other department of the Government.

Changes in

constitution of firm

Clause 23: - In the case of tender by partners any change in the constitution of the firm

shall be forthwith notified by the Contractor to the Engineer-in-Charge for his information.

Work to be under

direction of

Superintending

Engineer.

Clause 24: - All works to be executed under the Contract shall be executed under the

direction and subject to the approval in all respects of the Superintending Engineer of

Public Health Engineering Circle Hisar for the time being who shall be entitled to direct at

what point and in what manner they are to be commenced & from time to time carried on.

Clause 25: - No claim for payment of an extraordinary nature, such as claim for a bonus

43

Claims for payment

of an extra ordinary

nature to be referred

to Government for

decisions.

for extra employed in completing the work before the expiry of the Contractual period at

the request of the Engineer-in-Charge or claims for compensation where work has been

temporarily brought to a standstill through no fault of the Contractor, shall be allowed

unless and to the extent that the same shall have been expressly sanctioned by the

Government under the signatures of one of its secretaries.

Clause 25 A: –

1. If any dispute of difference of any kind whatsoever shall arise between the Governor

of Haryana / his authorized agent and the contractor in connection with or arising out

of the contract, or the execution of the work that in (I) whether before its

commencement or during the progress of the work or after its completion. (ii) And

whether before or after the termination, abandonment or breach of the contract, it shall

in the first instance be referred to for being settled by the Executive Engineer-in-

charge of the work at the work at the time and he shall within a period of sixty days

after being requested in writing by the contractor to do so, convey his decision to the

contractor, and subject to arbitration as hereinafter provided, such decision in respect

of every matter so referred, shall be final and binding upon the contractor. In case the

work is already in progress, the contractor will proceed with the execution of the work

on receipt of the decision by the Executive Engineer-in-charge as aforesaid, with all

due diligence whether he or the Governor of Haryana / his authorized agent requires

arbitration as hereinafter provided or not. If the Executive Engineer-in-charge of the

work has conveyed his decision to the contractor and no claim to arbitration has been

filed with him by the contractor within a period of sixty days from the receipt of letter

communicating the decision, the said decision shall be final and binding upon the

contractor and will not be a subject matter of arbitration at all. If the Executive

Engineer in charge of the work fails to convey his decision within a period of sixty

days, after being requested as aforesaid the contractor may, within further sixty days of

the expiry of first sixty days from the date on which request has been made to the

Executive Engineer-in-charge request the Engineer in Chief, that the matters in dispute

be referred to arbitration as hereinafter provided.

2. All disputes of differences in respect of which the decision is not final and conclusive

shall at the request in writing of either party, made in a communication sent through

Registered A.D. post, be referred to the sole arbitration of any serving Superintending

Engineer or Engineer in Chief of Haryana Public Health Engineering Branch at the

relevant time. It will be no objection to any such appointment that the arbitrator so

appointed is a Government servant or that he had to deal with the matters to which the

contract relates and that in the course of his duties as a Government servant, he had

expressed his views on all or any of the matters in dispute. The Arbitrator to whom the

matter is originally referred being transferred or vacating his office, his successor-in-

office, as such shall be entitled to proceed with the reference from the stage at which it

was left by his predecessor.

In case the arbitrator nominated by the Engineer-in-Chief is unable or

44

unwilling to act as such for any reason, whatsoever, the Engineer-in-Chief shall be

competent to appoint and nominate any other Superintending Engineer or Chief Engineer,

as the case may be, as arbitrator his place and the Arbitrator so appointed shall be entitled

to proceed with the reference.

3. It is also a term of this arbitration agreement that no person other than a person

appointed by the Engineer-in-chief Public Health Engineering Department shall act as

arbitrator and if for any reason that is not possible, the matter shall not be referred to

arbitration at all. In all cases where the aggregate amount awarded exceeds Rs.

25000.00 (Rupees Twenty Five thousand only) the arbitrator must invariably give

reasons for his award in respect of each claim and counter-claim separately.

4. The arbitrator shall award separately giving his award against each claim and dispute

raised by either party including any counter-claims individually and that any lump-sum

award shall not be legally enforceable.

5. The following matters shall not lie within the purview of arbitration:

(a) Any dispute relating to the levy of compensation as liquidated damages, which has

already been referred to the Superintending Engineer and is being heard or / and has

been finally decided by the Superintending Engineer-in-charge of the work.

(b) Any dispute in respect of substituted, altered, additional work / omitted work /

defective work referred by the contractor for the decision of the Superintending

Engineer In charge of the work if it is being heard or has already been decided by the

said Superintending Engineer.

(c) Any dispute regarding the scope of the work or its execution or suspension or

abandonment that has been referred by the contractor for the decision of the

Government of Haryana and has been so decided finally by the Haryana Government.

6. The independent claim of the party other than the one getting the arbitrator appointed,

as also the arbitrator notwithstanding will entertain counter-claims of any party that the

arbitrator has been appointed at the instance of the other party.

7. It is also a term of this arbitration agreement that where the party invoking arbitration

is the contractor, no reference for arbitration shall be maintainable unless the

contractor, furnishes to the full satisfaction of the Executive Engineer In charge of the

work, a security deposit of a sum determined according to details given below and the

sum so deposited shall, on the termination of the arbitration proceedings, be adjusted

against the cost, if any, awarded by the arbitrator against the claimant party and the

balance remaining after such adjustment in the absence of any such cost being

awarded, the whole of the sum will be refunded to him within one month from the date

of the award.

Amount of Claims Rate of security deposited

i. For claims below Rs. 10,000 2% of amount claimed

ii. For claims of Rs. 10,000 and above

and below Rs.1,00,000 5 % of amount claimed

iii. For claims of Rs. 1,00, 000 and

above 10% of amount claimed

45

The stamp fee due on the award shall be payable by the party as desired by the arbitrator

and in the event of such party’s default the stamp-fee shall be recoverable from any other

sum due to such party under this or any other contract.

8. The venue of arbitration shall be such place or the arbitrator in his sole discretion may

fix places as. The work under the contract shall continue during the arbitration

proceedings.

9. Neither party shall be entitled to bring a claim for arbitration if the appointment of

such arbitrator has not been applied within six months: -

(a) Of the date of completion of the work as certified by the Executive Engineer In charge,

or

(b) Of the date of abandonment of the work, or

(c) Of its non-commencement within six months from the date of abandonment, or written

orders to commence the work as applicable, or

(d) Of the completion of the work through any alternative agency or means after

withdrawal of the work from the contractor in whole or in part and/or its recession, or

(e) Of receiving intimation from the Executive Engineer In charge of the work that final

payment due to or recovery from the contractor had been determined which he may

acknowledge and/or receive

Which ever of (a) to (e) above the latest.

If the matter is not referred to arbitration within the period prescribed above, all the rights

and claims of any party under the contract shall deemed to have been forfeited and

absolutely barred by time even for civil litigation notwithstanding.

10. It is also a term of this arbitration agreement that no question relating to this contract

shall be brought before any Civil Court without first Involving and completing the

arbitration proceedings as above if the scope of the arbitration specified herein covers

issues that can be brought before the arbitrator i.e. any matter that can be referred to

arbitration shall not be brought before a Civil Court. The pendency of arbitration

proceedings shall not disentitle The Government to terminate the contract and make

alternative arrangements for the completion of the work.

11. The arbitrator shall be deemed to have entered on the reference on the day he issues

notices to the parties fixing the first date of hearing. The arbitrator may, from time to

time, with the consent of the parties enlarge the initial time for making and publishing

the award.

12. If also a term of arbitration agreement that subject to stipulation here in mentioned the

arbitration proceedings shall be conducted in accordance with the provisions of the

Arbitration Act, or any other latest law in force for the time being, Indian Arbitration

and Reconciliation Act of 1996 shall be applicable on this contract.

State of European

American

manufacture to be

obtained from Govt.

Clause 26:-

The Contractor shall obtained from the store of the engineer-in-charge store and article of

European or American manufacture which may be required thereof or in connection

therewith unless he has obtained permission in writing from the Engineer-in-Charge to

obtained such store and articles else where. The value of such store and article as may be

46

Fluctuation Railway

Freight

supplied the contractor by the Engineer-in-Charge will be debited to the contractor in his

account at the rate show in the schedule attached to the contract, and if they are not entered

in the schedule they will be debited at cost price which for the purpose of this contract shall

include the cost of carriage and all other expenses whatsoever which shall have been

incurred in obtaining delivery of the same at the store aforesaid.

Clause 26 (a): -

Any fluctuations in Railways freight, which may occur during the subsistence of and

affecting freights of any materials to be supplied under this contract shall be brought to the

notice of the “Engineer-in-charge” by the contractor within Fifteen (15) days, from as such

without prejudice to the right of The Government should the contractor failed to comply

with the above requirements any excess or short charge on account of such increase or

decrease shall be admissible in consequence of fluctuation in railway freight when such

railway freight is on account of material which is required by a contractor in the

manufacture of an article to be supplied under this contract e.g., fluctuations of railway

freight on coal required for burning bricks will not be taken into consideration, or for an

article which form part of a finished work, for purposes of this clause or similarly no

alteration in rates will be allowed when manufactured articles are transported by rail from

place A to place B to form part of finished work.

Clause 27: -

The contractor shall be responsible for making his own arrangements for securing priorities

& licenses for material & transportation required for the works & Engineer – in – charge

shall not be held responsible in any way for making such arrangements for any of them.

Action where no

specification

Clause 28: -

In the case of any clause of work for which there is no such specification as is mentioned in

rule 1, such work shall be carried out in accordance with the PWD specifications and in the

event of there being no PWD specifications, then in such cases the work shall be carried

out in all respects in accordance with the instructions and requirements of the Engineer-in-

Charge.

Definition of work Clause 29: -

The expression “Work” or “Works” where used in these conditions shall, unless there be

something either in the subject or context repugnant to such constructions be constructed

and taken to mean the work by or by virtue of the contract contracted to be executed

whether temporary or permanent and whether original, altered, substituted or additional.

Clause – 30: - The percentage referred to at page (3) of the tender will be calculated on the

gross amount (value of finished work including cost of material whether purchased from

Government or direct) of (1) the item of works to which the rate in the tender apply and

also (2) the item of work to which rates exits in the schedule of rates of the District.

47

Clause – 31: -

The terms and conditions of the agreement have been explained to me / us and I / we

clearly understand them.

ADDITIONAL CLAUSE

Clause 32

The contractor states that he is not related to any of the officers employed by the Haryana

Public Health Engineering Department.

Clause 33

No pit shall be dug by the contractor near the site of the work for taking out earth for use

on the work. In case of default, the department at the cost of the contractor will fill in the

pit so dug will be filled in by the Department at the cost of the contractor

Clause 34

Fair wages clause attached.

Clause 35

The contractor shall have to pay sales tax to Excise and Taxation Department in accordance

with the rules in force time to time.

Clause 36

All payment for work done under this contract shall be made by cheque to the contractor.

The work covered by this contract as shown on the plans, which have been signed by the

contractor, is annexed herewith.

Clause 37

Should the tenderer withdraw or modify his tender within three months from the date of

opening of tender he is liable to be black listed and earnest money forfeited.

Clause 38

All royalty and compensation for building stone, bajri, and stone metal etc. should be

included in the rates to be quoted and is payable by the contractor.

Clause 39

The rates given are for the finished work inclusive of octroi, sales tax & excise duty etc. if

any.

Clause 40

It will be the responsibility of the contractor to ensure that all trees at the site of work and

in the vicinity or their fruit etc. are not damaged by his labour or agent assessed at the cost

of such damage, if any, will be at the discretion of the Engineer-in-Charge and deducted

from the bill of the Contractor.

Clause 41

The contractor shall provide at his own cost separate latrine, bathing, enclosure and

platform for use of the men and women labour and keep them clean to the satisfaction of

the Engineer-in-Charge. He should also arrange at his own expense for clean drinking

48

water, housing, medical facilities necessary for the welfare of the labour employed at his

work. In case of his failure The Government shall provide the same at contractor’s cost.

Any dispute regarding this will be settled by the Engineer-in-Charge whose decision will

be binding.

Clause 42

Any material left at the site of work after one month from the completion of the work shall

become a property of the Govt. and no payment shall be made for it.

Clause 43

The amount of work can be increased or decreased according to the requirement of the

department and no claim whatsoever on this account will be entertained.

Clause 44

The Department reserves option to take away any items of the work or part thereof any

time during the currency of the contract and re-allot it to another agency with due notice to

contractor without liability or compensation.

Clause 45

It is not obligatory on the contractor to employ labour through employment exchange but

he may avail the facilities offered by the Employment Exchange in case he wises to do so.

Clause 46

No claim on account of fluctuation in prices due to war or any other cause will be

entertained.

Clause 47

The contractor shall be liable to make good all damages caused by breakage from the

moment of the stores; pipes and fitting etc. are handed over to his charge.

Clause 48

No compensation whatever will be payable on account of any delay or default in the supply

of material mentioned in the “list of material to be issued to the contractor” by the

Department and consequent delay in the execution of work.

Clause 49

The contractor will inform the CMO about the employment of labourer on the work for

carrying out Malaria Surveillance.

Clause 50

No premium shall be payable on non schedule item whether depicted in enclosed schedule

of rates or not contractor shall quote his separate rates as depict on Page No. 6 of the tender

form.

Clause 51: Sales Tax/Income Tax will be deducted from gross payment as per Govt.

instruction .

Clause 52: Labour Cess Charges @ 1% will be deducted from gross payment

49

FAIR WAGES CLAUSES

(a) the contractor shall pay not less than fair wage to labour engaged by him on the

work

Explanation : fair Wage means wage whether for time or piece work notified at the

time or inviting tenders of work and where such wages have not been so notified, the

wages prescribed by the Public Works Department, Building and Roads Branch,

Haryana for the district in which the work is done

(b) The contractor shall, not withstanding the provisions of any agreement to the contrary,

caused to be paid fair wages to labourers, indirectly engaged on the work including any

labour engaged by his sub contractors in connection with the said work, as if the labourers

had been directly employed by him.

(c) In respect of labour directly or indirectly employed on the works for the

performances of the contractor’s part of this agreement the contractor shall comply with or

cause to be complied with Haryana Public works Department Contractor’s Labour’s

Regulation made by The Government from time to time in regard to payment of wages,

period deductions from wages recovery of wages not paid and deductions unauthorizedly

made maintenance of wage work, wage slip publication of wages and other terms of

employment, inspection and submission of periodical returns and all other matter of a like

nature.

(d) The Executive Engineer or Sub Divisional Engineer concerned shall have the right

to deduct, from the moneys due to the contractor, any sum required or estimated to be

required for making good the loss suffered by a worker or workers by reason of non

fulfillment of the conditions of the contract for benefit of the workers, non payment of

wages or deductions made from his or their wages, which are not justified by the terms

of the contract for non observance of the regulations referred to in Clause c above.

(e) Vis-à-vis the Haryana Government, the contractor, shall be primarily liable for all

payments to be made under and for the observance of the regulations aforesaid without

prejudice to his right to claim indemnity from his sub contractors.

(f) The regulations aforesaid shall be deemed to be a part of this contract.

(g) Attendance card should invariably be issued by the contractor to their worker, which

should be returned to the contractor concerned at the time of receiving payment of

their wages

(h) Before making payment to the contractors the authorities concerned should obtain

certificate from the contractors that he has made payment to all the workers connected

with the execution of the work of which the payment is being made.

(i) Contractors employing 50 or more workers on the site of a particular work should

provide facilities of housing, latrines, water and light to their workers at their own

expense.

(j) The normal working hours of workers employed by contractors for the execution of

50

work allotted to them should be 8 hours per day with a break of 2 hours during

summer, one hour, during winter after continuous work of 4 hours at the latest. The

spread over should in no case exceed 10 hours. Workers working beyond these hours

should be paid over time wages at the double ordinary rate to their wages calculated by

the hour.

HARYANA PUBLIC WORKS DEPARTMENT

CONTRCTOR’S LABOUR REGULATIONS

1. SHORT TITLE

These regulations may be called Haryana (1) Public Works Department Contractor’s labour Regulations.

2. DEFINITIONS

In these regulations, unless otherwise expressed or indicated, the following words and expressions shall have the

meaning hereby assigned to them respectively, that is to say:

(1) Labour means worker employed by a Public Works Department Contractors directly, or indirecty sub

contractor or other persons or by an agent on his behalf.

(2) Fair Wages means wages whether for time or piece work notified at the time of inviting tenders for the work

& where such wages have not been so notified the wages prescribed by the Public Works Department for the

district in which the work is done.

(3) Contractor shall include every person whether a sub-contractor or Headman or Agent, employing labour on

the work taken on contract.

(4) Wages shall have the same meaning as defined in the payment of wages Act & include time and piece rate

wages.

3. DISPLAY OF NOTICE REGARDING WAGES, ETC.

The Contractor shall before he commences his work on Contract, display and correctly maintained and continue to

display and correctly maintain in a clean and legible condition at conspicuous places on the work, notices in English

and in local Indian language spoken by the majority of the workers, giving the rate of wages which have been

certified by the Executive Engineer, Superintending Engineer, Chief Engineer or regional Labour Commissioner as

fair wages & the hours of work for which such wage are earned a copy of sub notice to the District Labour Welfare

Officer.

4. PAYMENT OF WAGES

i) Wages due to every worker be paid to him direct.

ii) All wages shall be paid in current coin or currency or in both.

5. FIXATION OF WAGE PERIODS

i) The contractor shall fix the wage periods in respect of which the wages shall be payable.

ii) No wages period shall exceed one month.

iii) Wages of every workman employed on the contract shall be paid before expiry of ten days after the last day of the

wage period in respect of which the wages are payable.

iv) When the employment to any worker is terminated by or on behalf of the contractor, the wages earned by him shall

be paid before the expiry of the day succeeding the one on which his employment is terminated.

51

v) All payments of wages shall be made on a working day except that the work is completed before the expiry of the

wage period in which case final payment shall be paid with in 48 hours of the last working day.

Notes: The terms working day means a day, on which the work on which the labour is employed is in progress.

6. WAGE BOOK AND WAGE SLIPS ETC:

i) The contractor shall maintain a Wage Book of each worker in such forms as may be convenient, but the same shall

include the following particulars:

a) Rate of daily or monthly wages.

b) Nature of work on which employed.

c) Total number of days worked during each wage period.

d) Total amount payable for the work during each wage period.

e) All deductions made from the wages with an indication in each case of the ground for which the deduction is

made from the wage.

f) Wages actually paid for each wage period.

ii) The Contractor shall also maintain a wage slip for each worker employed on the work. The wage slip shall contain all

the particulars given in the wage book.

iii) The Executive Engineer may grant exemption from the maintenance of wage book and wage slip to the contractor

who in his opinion, may not directly or indirectly employ more then 50 persons on the work.

7. FINES AND DEDUCTIONS WHICH MAY BE MADE FROM WAGES

a) The wages of a worker shall be paid to him with out any deductions of any kind except the following: -

a) Fines

b) Deductions for absence from duty viz, from the place or the places where by the terms of his employment he is required

to work.

The amount of deduction shall be in proportion to the period for which he was absent.

c) Deduction for damage to or loss of goods expressly entrusted to the employed person for custody, or for loss of money

for which he is required to account, where such damage or loss is directly attributable to his neglect or default.

d) Any other deduction, which the Government may from time to time allow.

1) No fine shall be imposed on a worker and no deduction for damage or loss be made from his wages until the worker

has been given an opportunity of showing cause against such fines or deductions.

2) The total amount of fines which may be imposed in any one wage period on a worker shall not exceed an amount

equal to an half anna in a rupee of the wage payable to him in respect of that wages period.

3) No fine imposed on a worker shall be recovered from him by installment or after expiry of 60 days

from the date on which it was imposed.

8. REGISTER OF FINES ETC.

i) The Contractor shall maintain a register of fines and of all deductions for damages or loss. Such register shall

maintain the reason for which fine was imposed or deductions for damage or loss, was made.

52

ii) The contractor shall maintain both in English and the local language a list approved by the Chief labour

commissioner clearly stating the acts and comissions for which penalty or fine can be imposed on workman and

display it in good condition at a conspicuous place on the work.

9. PRESERVATION OF REGISTER

The wage book, the slips & the register of fine deduction, required to be maintained under these regulations shall be

preserved for 12 months after the date of last entry made in them.

10. POWERS OF LABOUR WELFARE OFFICERS TO MAKE INVESTIGATION ENQUIRY

The Labour Welfare Officer or any other person authorized by the Government on their behalf shall have to make

enquiries with a view to ascertaining and enforcing due and proper observance of the share wage clauses and the

provisions of these regulations. He shall investigate into any complaint regarding the default made by the contractor or

sub-contractor in regard to such provisions.

11. REPORT OF LABOUR WELFARE OFFICER

The labour welfare officer or any other persons authorized as aforesaid shall submit report of result or his investigation or

enquiry to the Engineer-in-charge concerned indicating the extent, if any, to which the default has been committed, and

the amount of fine recoverable in respect of acts of commission of the labourers with a note that necessary deduction from

the contractor’s bill be made and the wages and the other dues be paid to the labourers concerned.

12. APPEALS AGAINST THE DECISION OF LABOUR WELFARE OFFICER

Any person aggrieved to the decision and recommendations of the Labour Welfare Officer or other person so authorized

may appeal, against such decision to the Regional Labour Commissioner with in 30 days from the date of decision

forwarding simultaneously a copy of appeal to the Executive Engineer concerned but subject to such appeal, the decision

of the Officer shall be final and binding upon the contractor.

13. REPRESENTATION OF THE PARTIES: -

(1) A workmen shall be entitled to be represented in any investigations or inquiry under these regulations by: -

(a) An officer of the registered trade union to which he is a member.

(b) An officer of Federation of trade unions to which the trade union referred to in clause (a) if affiliated.

(c) Where worker is not a member of any registered union & officer of registered trade union connected with or any

other workmen employed in the industry in which the worker is employed.

(2) An employer shall be entitled to be represented in any investigation or enquiry under these regulations by

(a) An employer of an association of employees of which he is member.

(b) An officer of an association of employees to which the association referred to in clause (a) if affiliated.

(c) Where the employer is not a member of any association or employers by an officer of an association of employers

connected with or by any other employer is engaged.

14.. INSPECTION OF BOOKS

The contractor shall allow inspection of the Wage Books and the wage Slips & Register of Fines & deductions to any of

his workers or his agent at convenient time and places after notice is received or to the Labour Welfare Officer or any

other persons, authorized by the Government on his behalf.

15. SUBMISSION OF RETURN

The contractor will be (Regulation & Abolition Act, 1970) & the contract labour (Regulation & Abolition Central Rules,

1971) enforced by Haryana labour & Employment Department memo no. 12(26 – 78 – 4- labour dated 10/06/79).

The contractor shall submit periodical returns as may be specified from time to time.

53

16. LICENCING OF CONTRACTOR

Every contract who employs or who employed any day of the preceding 12 calendar months 23 or more workmen is

covered by the Act & is required to obtain a license. The contractor should obtain the necessary license as required under

section 12 of contract labour (Regulation & Abolition Act, 1970) before commencing the work.

17. AMENDMENTS

The Government from time to time can amend the regulations and on any question as to the application, interpretation

or affect of these regulations, the decision of the Labour Commissioner of The Haryana Government in that behalf shall

be final.

54

SCHEDULE NO. 1

Schedule showing (approximately) materials to be supplied from the Public Health Engineering

Department Stores for work contracted to be executed and the rates at which they are to be charged for

Sr.

No.

Description Approximate

Qty.

Rate to be charged

from the contractor

Place of issue

for supply

1 Portland cement in any standard

packing reputed weigh 50 Kg inclusive

of weight of bag

Rs._____ per bag

inclusive the value of

bag + 3% storage

charges

NIL ----x-----

2 C.I. Manhole covers and Frames,

Galvanized malleable Iron steps, C.I.

Vent shafts, rolled steel, beams and

other rolled sections for which fixing

charges only are payable to the

contractor

Free of cost .do.

3 Salt glazed stone ware pipes, chutes and

other specials for use in the permanent

sewerage works

Free of cost .do.

4 a) Best quality jute spun tarredemp yarn

on sewers and sanitary works

a) Rs.___________

per kg

.do.

b) _________ do_______(for water

supply)

b) Free of cost for

labour rate items

.do.

5 Mild steel rods and section for

reinforcement in random length as

supplied by the manufactures or their

accredited agents

a) Free of cost (for

labour rate items)

.do.

6 Angle Iron, flat iron, tee iron and other

light structural steel including rivets,

bolts, nuts and washers etc.

(a) Free of cost

(for labour rate items)

.do.

b) Rs.________

per M.T

7. D.I. pipe and special, sluice Valves,

Peet Valves, Fire Hydrants, Surface

boxes and other fittings etc., for which

only labour rate is to be paid to the

contractor.

Free of cost

(for labour rate items) Store of PHED

No.1 Hisar

8 a) Pig lead for Sanitary works

Rs. ________ per kg NIL ----x-----

b) Pig lead for C.I. water pipes Free of cost

(for labour rate items)

.do.

55

A. Appointment of Arbitrator

(i) In so for as the Engg. Deptts. are concerned, the Engineer-in-Chief, Chief Engineer will make the

appointment of Arbitrator at their own level, in the cases, where the cost of the work including interest

close not exceed Rs. 5.00 lacs in each individual cases. The case involving more than Rs. 5.00 lacs shall

be submitted to the Administrative Deptt. For final approval for such cases (involving more than Rs. 5.00

lacs), the department shall, prepare a panel of Arbitrators and submit to the Administrative Department

for final approval.

(ii) In other Govt. department, the appointment of Arbitrators will be appointment by the Heads of

Department concerned and submit to administrative department for final approval. While doing so, the

point regarding appointment of an IAS officer as an Arbitrator shall be kept in view.

(iii) In order to avoid unjustified benefit to the contractor/Agency two or three Arbitrators may be

appointment for cases involving financial implication of more than Rs. 5.00 lacs. The possibility of

appointment of Arbitrator other than the office of Deptt. concerned should not be ignored, especially in

case of World Bank Project Works. The appointment of out-sided arbitrator in respect of the World

Bank Project cases keeping in view the merit and circumstances of the case may also be kept in view.

(iv) While issuing the appointment orders of the Arbitrator, it will be clearly specified that the

Arbitrator will give a speaking award along with item wise detail of claim and amount of awarded

expenditure and reasons thereof.

B Agreement

The agreement which is entered into with the contractor at the time of allotment of the work should be

clear and specified. For claim exceeding Rs. 5.00 Lacs it should be clearly indicated in the agreement that

the State Govt. can appoint one more arbitrator . The arbitrator may be asked to give a speaking award

within a reasonable time as per the provisions in the arbitration and conciliation Act 1996. A format of

such agreement should be prepared by the Deptt. concerned in consultation with the law Deptt.

C Proper Defence of the Arbitration Cases

The department will fix the responsibility of the concerned Officer or any other office of the Deptt.

alongwith the legal wing of the Deptt. To defend such cases properly, the replies of the Deptt. will be got

approved from the Chief Engineer (in case of Engg. Deptt.) Heads of Department and vetted from the

Legal Cell of the department. The concerned Administrative Secretary will also review the periodical

progress of the disposal of such cases.

D Delay in Arbitration Cases

It has also been noticed that in most of the cases unnecessary delay occur, As result of which the State

Govt. have to pay the interest. The responsibility of the concerned Officer/Official may be fixed by the

department/Administrative Deptt. in each individual cases, for such lapses.

56

E Payment of amount awarded in Arbitration Cases

It order to avoid any litigation and interest liability, payment will be made by the Head of Deptt. out of

their existing provisions, and if needed, proposal for making provisions in the respective Heads of

account shall be sent to Finance Deptt. at appropriate time. Budgetary procedure will be followed strictly.

3. The above decision may please be brought to the notice of all concerned and the receipt of this

letter may I also is acknowledged.

57

Notes for schedule No.1

1. All the material in schedule no.1 will issued at the place of issue given there and all the cost of carriage from the

place of issue to site of work borne by the contractor and this is including in the work to be carried out by the

contractor.

2. In case any quantity of material i.e, cement, steel, coal, or any other controlled or uncontrolled commodity etc.

issued to the contractor by the Engineer-in –Charge for use directly on the aforesaid work or manufacture of

materials in connection therewith, which is not utilized for the purpose for which is it issued and is otherwise

disposed of by him or spoiled or lost or allowed to get deteriorated or used in excess of the quantities actually

required to be used as per specification therein stipulated or those fixed by the Engineer-in-Charge, the cost of

such quantities of the material shall without prejudice to other rights and remedies available to the Government

be recoverable from the contractor at double the rate at which it is agreed to be contractor. In case of other

materials issued free of cost, the recovery will be affected at double the stock issue rates.

3. 3% Storage charge will be levied on all material issued to the contractor from stock, the cost of which is

recoverable.

4. The rate of cement is inclusive of cost empty cement bag.

5. the contractor will have to make his own arrangement for bricks and tiles.

6. The consumption of cement will be regularized as pr P.W.D specification along with amendment, if any.

7. The octroi, terminal tax royalty and other taxes and charge on the materials issued shall be borne by the

contractor.

58

ADDITIONAL CONDITIONS OF CONTRACT

1. The Cement will be arranged by he contractor / Agency / Firm at his own level. The contractor /

Agency / Firm may quote his rates accordingly.

2. The cement will be arranged by the contractor / Society / Agency Firm at his own level. The cement

shall be OPC – 43 grade, duly ISI marked & confirming to ISI-8112 with latest amendments. The

cement manufactured by Mini Cement Plant shall not be used. In case contractor is allowed by the

department to use PPC cement duly ISI marked and confirming to IS 1489 with latest amendments

then the recovery of Rs. 15/- per bag of 50 kg. cement be made as per notification on revision of

ceiling premium date 23.01.2009.

3. The cement and steel shall be purchased from authorized Distributor or manufacturer or Authorized

Dealer.

4. The cement arranged by the Contactor / Agency will be brought at site and shall be kept in the Store

maintained at site, provided with dual locking system i.e. 1st Key of lock with representative of the

Deptt. and 2nd

Key lock with authorized representative of agency.

5. The Contractor / Agency will inform the Executive Engineer / Sub Divisional Engineer for the

quantity of the cement brought at site with bill / challan in the name of that agency before using the

same and Executive Engineer incharge or his authorized representative may check the actual receipt

of cement at site.

6. The Engineer-in-Charge or his authorized representative may, if need be, also send the cement for

testing to any Govt. Lab / Reputed Lab. The sample of the cement will be collected as per BIS

specifications in the presence of the Contractor / Agency or his authorized representatives. Incase the

cement is found as per ISI specifications then the cost of testing will be borne by the Deptt, but in

case the cement sample fails to meet the BIS requirements, then appropriate action as per Contactor

Agreement will be taken. The cost on testing of cement alongwith any loss caused to govt. shall also

be recovered from the Contractor / Agency and no claim in this respect will be entertained.

7. The stock of cement at site shall not be more than one month consumption and only sufficient

quantities shall be kept to ensure continuity of the work.

8. The cement consumption register showing date of cement brought at site by the Contractor / Agency

and its day-to-day utilization will be maintained. The said register shall be open to inspection by

representatives of the Engineer-in-Charge during his visit at site. The consumption and receipt of

cement in the register shall be initialed jointly by the authorized representative of the Contractor /

Agency and representative of Engineer-in-Charge. The said register will be issued by office of

concerned Sub Divisional Engineer under his dated signature for each agreement separately. The

register will also contain the columns for work executive against the cement issued.

59

9. Quality check register will be maintained at site and regular sampling of work executive every

month shall be recovered in the same.

10. The Public Health Engineering Department reserves the right of negotiations as per policy approved

by the State Government with the tenderers in case he prices quoted are felt to be on higher side or

other \wise. The negotiations will be carried out with 1st, 2

nd, 3

rd lowest contractors. The highest

amongst them will be called first and lowest tenderer in the last. If during negotiation tenderer other

than lowest reduces his prices / amount below then those of lowest then lowest tenders will be

counter offered this price / amount and in eventuality of him not accepting the counter offered the

same shall be offer second lowest and so forth. Tenderer who refuse the counter offer will not have

any right to the bid later on.

11. The Engineer-in-Charge will opt for 3rd

party inspection other than Department in addition to

inspection by department staff. The 3rd

party inspect the work during its execution to ensure

execution of work as per specifications / agreement and also quality control i.e. drawl of samples,

testing & other items etc. The report of the same would be submitted to Engineer-in-Charge by the

3rd

party. The agency / contractor shall be found by the report of 3rd

party inspection and shall

remedial measures for execution of work as per specifications in agreement. The inspection and

sample testing charge will be borne by the Department.

12. The labour cess @ 1% of the cost of work done by contractor shall be deducted from each bill.

60

PAYMENTS SCHEDULE

Payment on intermediate certificate to be regarding as advance

Clause No. 7 The Contractor shall be entitled to receive the payment as follow:

1 After the transformer, pumping sets and other electric equipments

and material have been received at site complete in all respect.

70% of the cost of items against

bill/ cash payment.

2 After installation of complete machinery 20% of the allotted price

3 After completing the running in period of three month and handing

over the installation of Engineer-in-Charge

Balance amount

The above payment to the contractor shall not be made without the certificate in writing of the Engineer-in-charge

and such certificate in writing shall not be given by the Engineer-in-charge until after the work has been completed in all

respects and tested for the specified period and accepted by the Engineer-in-charge. The certificate of the Engineer-in-charge

as to his approval of the work as carried out from time to time and of the sum or sum payable in respect thereof shall be final

and conclusive against the contract. All intermediate payments shall be regarded as payments of the way of advances against

the final payment only and not as payment for work actually done and completed and shall not preclude the recurring of bad

unsound and imperfect or unskillful work to be removed and taken away and reconstructed and recreated, or be considered as

admission of the due performance of the contractor any part thereof in respect of the securing any claim, nor shall conclude,

determine or effect in any way. The powers of the Engineer-In-chief under these condition or any of them as to the final

settlement and adjustment of the account or otherwise or in any other way vary or effect the contract. The final bill shall be

submitted by the contractor within three month of the date for the completion of the work and or its testing by the contractor

otherwise the Engineer-in- charge certificate of the total amount payable for the work accordingly shall be final and binding all

parties

Clause 7 (a) -

The deductions referred to in Clause 1 herein before or such part thereof as may be due to the Contractor under this Contract

shall be payable to the Contractor after a period of three months has lapsed after payment of final bill.

61

2.17 PERFORMANCE GUARANTEE

That I, ……………….. (Name and address of the contractor) as principal here-in-after called Contractor, guarantee to the

following:

Providing Independent water works at Azad Nagar, Gangwa Road Hisar Town. ”Designing, Constructing,

Testing, Commissioning, Operation and Maintenance of canal based water supply scheme comprising of R.C.C

NP2 pipe inlet channel, one no. Raw water storage and sedimentation tank, raw water sump, clear water storage


boundary wall etc. and all other works contingent there to complete including Operation & Maintenance for 12

month during defect liability period after trial run of 3 month & five year thereafter in Hisar Town complete in all


Cost. Rs.774.25 lacs

1. As per the tender documents & approved by the Engineer-in-charge.

2. The contractor agrees that the entire works & its components shall be successfully tested to achieve the desired

performance result to the satisfaction of the Engineer-in-charge.

3. The contractor further agrees that he shall be responsible for this result at least up to 51 months till the expiry of

defect liability period i.e 12 month thereafter from the date of successful trial run of months and operation &

maintenance for period of three year after one year defect liability period.

4. If the plant does not given desired performance the contractor shall cause the same such level as his own cost at

first notice served upon him in writing by the Engineer-in-charge. In case the contractor fails to execute the

corrective measure, the Engineer-in-charge will be at liberty to get the shortcomings rectified at the risk and cost

of the contractor

5. The contractor agrees that the approval of design and drawing by the Engineer-in-charge does not absolve the

contractor from any of his responsibility to the soundness and satisfactory performance of the structure, plant and

it’s functioning.

6. That the contractor guarantees against any constriction or manufacturing defect due to faulty workmanship for a

period of 15 month from the date of commissioning of the plant during three operation & maintenance period

thereafter. During this period the contractor will replace & repair the faulty equipment to the satisfaction of the

Engineer-in-charge at no extra cost to the department.

7. The contractor agrees that all electrical erection are to be got approved from chief Electrical Inspector, Haryana

at the cost of contractor as per rule.

8. The contractor agrees that import license if required by the contractor shall be arranged at his own cost.

9. The contractor agrees to deposit the security and deduction of contract value to the Public Health Engineer

Department & the same will be deposited & returned as on next page

62

Retention Money and Deduction

Securities deposit and deduction will be 5% of the total agreement cost including 2% earnest money 1% security to

be deposited with in one week of allotment of otherwise to be deducted from the first running bill and 2%

performance guarantee to be deducted from each running bill.

Release of Retention money:

a) 50% of the total retention money (i.e earnest money, security and performance guarantee) shall be released after 23

month of final payment of the work excluding operation and maintenance part and remaining 50% will be released

against Bank Guarantee (BG) of equivalent amount on completion of defect liabilities period of one year. This Bank

Guarantee shall be Submitted in five parts which will be released in the following manner:-

i) 1st Bank Guarantee of 10% will be released after one year of satisfactory completion of O&M period after

defect liability period.

ii) 2nd

Bank Guarantee of 10% will be released after one year of satisfactory completion of O&M period after


iii) 3rd



iv) 4th



v) 5th



63

PUBLIC HEALTH ENGINEERING DEPARTMENT

Providing Independent water works at Azad Nagar, Gangwa Road Hisar Town. ”Designing, Constructing,

Testing, Commissioning, Operation and Maintenance of canal based water supply scheme comprising of R.C.C

NP2 pipe inlet channel, one no. Raw water storage and sedimentation tank, raw water sump, clear water storage


boundary wall etc. and all other works contingent there to complete including Operation & Maintenance for 12

month during defect liability period after trial run of 3 month & five year thereafter in Hisar Town complete in all


Brief Description of scope of work under this tender is as under

Sr.

No.

Description Structure already

done

Structure taken in this DNIT

1 Prov. For RCC pipe inlet channel 900 mm i/d

100mtr. Nil

Prov. For RCC pipe inlet channel

900 mm i/d 100mtr.

2 Prov. Of RCC S/S tank 663’x663x10'

Nil

Prov. Of RCC S/S tank

861'x510'x10'

3 Prov. Of Rapid Sand filter bed of 4.15 MLD

capacity Nil

Rapid Sand filter bed of 4.15 MLD

capacity

4 Prov. Of 2NO. RCC C.W.T of size 83'x56'x8'

Nil

Prov. Of 2NO. RCC C.W.T of size

83'x56'x8'

5 Prov. Of Pump Chamber size 40'x25'

Nil

Prov. Of Pump Chamber size 40'x25'

6. 2 No. suction well for raw water clear water of size

10’ dia each Nil

2 No. suction well for raw water

clear water of size 10’ dia each

7 B/Wall 1200 mtr. Nil

B/Wall 1200 mtr.

8 Prov. for CI/DI pipe at head works

Nil

Prov. for CI/DI pipe at head works

9 Provision for CI/DI pipe and special for making connection to exiting distribution system for balance area

Nil Provision for CI/DI pipe and special for making connection to exiting distribution system for balance area (L.R.)

10 I) Providing and installing centrifugal pumping set for Raw water 3500 LPM of 12 M head 2Nos. , 17.50HP II) Providing and installing centrifugal pumping set for Clear water 4500 LPM of 45M head 2 Nos. , 80HP

Nil I) Providing and installing centrifugal pumping set for Raw water 3500 LPM of 12 M. head 2Nos. II) Providing and installing centrifugal pumping set for Clear water 4500 LPM of 45 M. head 2 Nos.

11 Provision for electric accessories and transformer 200 KVA

Provision for electric accessories and transformer 200 KVA

12 Operation & Maintenance of Water Works Operation & Maintenance 1) Work executed under this agreement. The Operation & Maintenance would commence after completion of scope of work, commissioning of Pumping Machinery, other equipments, maintenance of pipeline, sluice valves and watch & ward of water works included in the scope of work of contractor

64

i) The pipe for use at work (s) at labour rates would be supplied by depth at reserve stock of division, free of

cost. However the carriage, loading / unloading of pipes up to site of work from Reserve Stock and watch and

wand of the same will be responsibility of the contractor.

ii) Supply and erection of C.I pipe / special both to connect the suction side the pump with the sump/ suction well

including bell mouth and the delivery sides of the pump with rising main outside the foundation of the pump

chamber wall shall be part of scope of work. Supply and erection of the same shall include cost of labour and

material required for fabrication for double flanged smaller piece length of jointing the delivery line with the

flanged with flanged joints. Include the cost and labour for other material nuts, bolts, rubber insertion etc. as per

site requirements.

iii) The work after completion shall be commissioned to the entire satisfaction of engineer-in-charge.

iv) The contractor will operate and maintain water works mentioned in price bid after commissioning of the water.

Repair of electrical, mechanical equipment is also included in this scope of work. The work also include repair to

all civil structures pipe, line at head work, sluice valves replacement/ washing of filter media, of inlet channel

maintenance of lawns /rods/ path watch & ward of Raw water during filling S/S tanks the contractor will

maintain the area within boundary wall in neat and clean manner.

v) The detailed terms & conditions of operation & maintenance of structure/plant/machinery are annexed at

Schedule IV

2. Specifications:-

I) All the work shall be carried out as per PED specification and as per drawing attached.

II) Specifications to adopt have been mentioned in schedule (II) and (III) and work will be executed

accordingly.

III) Any item of work, required for execution of work for which there is no mention of PWD specification

or make have not been mentioned in schedule (III) shall be mentioned by the firm/contractor in his

tender, otherwise the same will as per decision of Engineer-in-charge.

3. Drawings/ Technical information, while Tendering:-

I) The contractor shall supply all technical details and design requirements of the pumping machinery and

electrical equipments specials, and other parts to be supplied for the above work detail of machinery,

size of pipe, sluice valve and fitting, size of cable and other information regarding the quantity and

specification of all materials included in the tender shall be given without this information the tender

shall be considered incomplete and Engineer-in-charge reserve the right to reject the same with out

assigning any reason.

II) The calculation of Head as per actual site condition shall be given by the tenderer.

III) Efficiency of the pumping set shall also be rated for the comparing of bids.

IV) The tenderer shall also quote the rates for each item as per schedule-I.

65

GOVT. OF HARYANA.

PUBLIC WORKS DEPARTMENT.

PUBLIC HEALTH ENGINEERING DEPTT.

CONTRACT SCHEDULE OF RATE

Name of Work:- Providing Independent water works at Azad Nagar, Gangwa Road Hisar Town. ”Designing,







App.cost Rs. 774.25 lacs

Sr. Item Description. Qty. Unit. Rate.

No. No.

Sub No. Head No.1 R.C.C Pipe Channel 900 mm i/d 100 Mtrs.

1 6.7 Earth work in excavation in foundations of

underground structures sludge drains etc. And

other similar works in ordinary soil including

dressing and disposal of surplus soil as directed

within a lead of 30 mtrs. For depth up to 2 mtrs.

Below natural ground level.

10 100 cum 932.00

2 10.39 Cement concrete 1:4:8 with Stone aggregate 40

mm nominal size in foundation and plinth.

4 cum 403.10

3 10.41 Cement concrete 1:2:4 with stone aggregate

20mm nominal size in foundation and plinth.

1 Cum 615.60

4 11.3 First class brick work laid in cement sand

mortor 1:5 in Foundation & Plinth

40 cum 407.60

5 15.3+

15.75

12 mm thick cement plaster 1:2 & Cement

rendering on plaster 1mm thick

25 Sqm 20.85

(16.60+4.25)

6 15.5 12 mm thick cement plaster 1:4 60 Sqm 12.70

7 29.93 Providing , lowering, laying, cutting (cut surface

to be uniformly finished), jointing with rubber

rings marked with IS:5382 and testing of

SPIGOT AND SOCKETTED RCC NP2

MARKED WITH IS:458-1988 and specials into

trenches for all depths including carriage,

loading, unloading, stacking, handling, re-

handling etc. complete in all respects to the

satisfaction to the Engineer-in-Charge.

900 mm i/d 100 mtr. 1946.00

66

Sub work No.2 RCC S/ S Tank of Size 861'x510'x10'







102000 100 cum 932.00

2 9.5 Centering & shuttering for faces of walls,

partitions retaining walls well staining and the

like (vertical or bettering) including attached

pilasters buttresses etc.

6000 Sqm 54.85

3 10.38

+ Note

V-e (2)

Cement concrete 1:4:8 with Stone aggregate 20


(420.00+2.55)

6600 cum 422.55

(420.00+2.55)

4 10.67 Design mix concrete of grade M-30 with

minimum cement contents 420Kg/ cum in

foundation and plinth.

4925 Cum 790.00

5 10.74 Design mix cement concrete of grade M-30 with

minimum cement contents 420 Kg/ cum in first

storey upto 4 meters above plinth level

1052 Cum 796.25

6 18.22 Fe-500 EQR TMT steel bars for RCC works,

where not included in the complete rate of RCC

including bending, binding and placing in

position complete

5400 Qtl. 917.05

Sub work No.3 2 Nos. RCC Suction/scour well 8’x10' each







50 100 cum 932.00

2 9.5 Centering, shuttering for faces of walls,



pilasters, buttresses etc.

230 Sqm 54.85

3 10.38

+ Note

V-e (2)

Cement concrete 1:4:8 with Stone ballast 20


(420.00+2.55)

5 cum 422.55

(420.00+2.55)

4 10.79

+ Note

V-e (2)

Cement concrete 1:2:4 with stone aggregate 20

mm nominal size for reinforced concrete work

but excluding steel reinforcement centering and

shuttering in foundation and plinth.

(625.80+2.55)

2 Cum 628.35

(625.80+2.55)

67


20mm Nominal size for reinforced concrete

work in slab with inclination not exceeding 25

degree with horizontal Excluding steel

reinforcement but including centering And

shuttering, laid in position, completed in all

respects

1.20 Cum 997.90




25 Cum 796.25

7 10.95

(a)

Extra over item No.10.79 to 10.94 if 1: ½ : 3 mix

is used, instead of 1:2:4

3.20 Cum 86.90




position complete

3 Qtl. 917.05

9 29.28 Providing and fixing steel bar embedded plastic

steps of size 263 mm x 165 mm of orange

colour, conforming to specifications, in pump

chambers, manholes etc. having minimum 3

mm thick Polypropylene polymer confirming to

IS:10910 encapsulated on 12 mm dia ribbed

steel bars as per IS:1786. The rate include cost

of setting the same to correct lines and levels

duly embedded in 1:2:4 cement concrete

including carriage, loading, unloading, stacking,

handling, re-handling etc. complete in all

respects to the satisfaction of Engineer-in-

Charge.

18 each 90.00

10 29.96 Providing and fixing SFRC manhole covers &

frames marked with IS: 12592 incld. Setting the

same to correct lines and levels in 1:2 cement

sand mortar over manhole including carriage


handling etc. complete in all respect to the

satisfaction of Engineer-in-Charge

Type: Extra Heavy Duty (EHD-35) 560 mm

clear opening

1 Each 1200.00

Sub Work No.4 2 Nos. R.C.C. Clear Water Tank of Size 83'x56'x8' each


underground structures sludge drains etc. and





2500 100 cum 932.00

68

2 9.5 Centering, shuttering for faces of walls,



pilasters buttresses etc.

1000 sqm 54.85

3 10.38

+ Note

V-e (2)

Cement concrete 1:4:8 with Stone aggregate


(420.00+2.55)

165 cum 422.55

(420.00+2.55)

4 10.67 Design mix concrete of grade M-30 with

minimum cement contents 420Kg/ cum in

foundation and plinth

215 Cum 790.00


20mm Nominal size for reinforcement concrete

work in slab With inclination not exceeding 25

degree with horizontal excluding steel

reinforcement but including centering &

shuttering laid in position, complete in all

respect

110 Cum 997.90




150 Cum 796.25




position complete

500 Qtl. 917.05

8 29.96 Providing and fixing SFRC manhole covers &

frames marked with IS:12592 incld. Setting the

same to correct lines and levels in 1:2 cement

sand mortar over manhole including carriage


handling etc. complete in all respect to the

satisfaction of Engineer-in-Charge Type: Extra

Heavy Duty (EHD-35) 560 mm clear opening

8 Each 1200.00

Sub Work No 5 1 No. Pump Chamber of Size 25'-0" x 40'-0"

1 6.6 Earth work in excavation in foundation trenches

etc., in all kind of soils not exceeding 2 mtrs.

depth including dressing of bottom and sides of

trenches stacking the excavated soils clear from

the edge of excavation & subsequent filling

around masonry, in 15 cm layer with

compaction including disposal of all surplus soil,

as directed with in a lead of 30 meters.

125

100 cum 1108.10

2 9.5 Centering and shuttering for faces of walls,

partitions, retaining wall, well staining and

the like(vertical or battering) including

attached pilasters, buttresses etc.

8 sqm 54.85

69

3 10.38 Cement concrete 1:4:8 with Stone ballast 20


8 cum 420.00



5 Cum 615.60

5 10.114 Dump proof conduce 40 mm thick of cement

concrete 1:2:4 using stone aggregate 20mm

nominal size with two cots of bitumen 20/30

penetration at 1.65 kg per sqm laid hot and

sanded

10 Sqm 35.05


20mm Nominal size for reinforcement concrete

work in slab With inclination not exceeding 25

degree with horizontal excluding steel

reinforcement but including centering &

shuttering laid in position, complete in all

respect

18 Cum 997.90


20mm nominal size for reinforced concrete work

for walls exceeding 20 cm thickness (straight

and curved) beams girders, stairs columns

(square or rectangular) battens and lintels etc.

excluding steel reinforcement but including

shuttering complete in all respect.

3 Cum 1101.85


20mm nominal size for reinforced concrete work

for walls (10 cm to 20 cm thickness) straight

and curved excluding steel reinforcement but

including centering and shuttering laid in

position complete in all respect

3 Cum 1400.00


mortar 1:5 in Foundation & Plinth

17 cum 407.60

10 11.8 First class bricks works laid in cement sand

mortar 1:5 in first storey up to 4 meters above

plinth level.

45 Cum 428.60

11 13.13 Terracing consisting of tiles 22.86 cm x 11.43

cm x 3.81 cm laid over 87.50 mm mud filling on

a layer of 25mm mud plaster and another layer

of mud mortar for laying the tiles including two

coats of bitumen laid hot at 1.65 Kg per sqm on

top of RCC slab including grouting with cement

sand mortar 1:3 and top surface to be left clean

etc.

120 Sqm 52.95

12 13.45 Providing and fixing cast iron rain water non

pressure pipe, I.S.I mark with ears with screw

and wooden plugs fixed on wall face including

filling joints with spun-yarn and cement mortar

1:2 excluding head and shoe, etc.

70

a) 100 mm Dia Pipe 8 Mtr 88.25

13 13.47 Providing and fixing cast iron head for rain

water pipe on wooden plugs fixed on wall face

including filling the joints with spun yarn and

cement mortar 1:2

2 each 36.55

14 13.48 Providing and fixing cast iron shoe for 100mm

dia rain water pipe on wooden plugs, fixed on

wall face including filling the joints with spun

yarn and cement mortar 1:2

2 each 31.05

15 13.50 Top khurra 0.6 m x 0.6m for rain water pipe in

25 mm thick cement concrete 1:2:4 over 50mm

thick cement concrete 1:8:16

2 each 12.30

16 13.57 Bottom khurra on ground 1.2m x 0.6m

consisting of brick on edge laid in cement

mortar 1:3 over 75 mm cement concrete 1:8:16

including 12mm thick cement plaster 1:3

2 each 64.30

17 14.1+

14.25

a)

Base course of floors consisting of 100 mm

thick cement concrete 1:8:16 and 100 mm sand

or stone filling Terrazzo topping rubbed and

polished to granolithic finish inner layer 34 mm

thick cement concrete 1:2:4 and top layer as

specified below:- a) with grey cement

(73.20+36.95)

115 Sqm 110.15

(36.95+73.20)

18 14.26 Terrazzo skirting or dado or on wall face rubbed

and polished to a granolithic finish under layer

12mm thick cement coarse sand platter 1:3 and

top layer as specified

50 Sqm 71.00

(a) 18mm thick with top layer 6mm thick with

white marble Makrana/ narnaul chipping of size

1 mm to 4mm laid in cement marble powder mix

in the ratio of 3:1 (3 parts of cement and one

part of marble powder) by weight in proportion

of 4:7 (4 parts of cement marble powder mix 7:

parts of white marble chips) by volume

complete

19 15.6 12mm thick cement plaster 1:5 210 Sqm 11.60


21 15.60 Cement pointing 1:2 deep varieties on brick and

tile work.

100 Sqm 9.90

22 15.77 20 mm thick cement plaster damp proof course

1:3 with 2 coats of bitumen at 1.65 kg per sqm

laid hot and sanded :-

a) Vertical 50 Sqm 30.70

23 16.48 Three coats 220 Sqm 1.25

71

24 16.54 Distempering with dry distemper (of approved

manufacture) two coats over one priming coat

on new work

115 Sqm 6.90

25 16.61 Finishing walls with exterior decorative cement

based paints such as snowcem, robbiacem etc.

on new work, two coats to given an even shade

100 Sqm 7.25

26 17.98 Providing and fixing lazing in aluminum door

windows, wantilitter, shutter and portions etc

with PVC /neoprene gasket etc. complete cost

of aluminum snap, beading shall be paid in

basic items

b) with float glass panes of 5.0mm thick ness

17 Sqm 700

27 17.100 Providing aluminum jali of thick ness 7mm thick

with openings -75 mm x75mm of including

anodizing and fixing in frame with cost of screw

etc. complete.

17 Sqm 1543

28 18.18 Supplying and fixing rolling, shutters of

approved make , M.S Laths, interlocked

together through their length, and jointed

together at the end by end lock mounted on

specially designed pipe shaft, with brackets,

side guides27.5 cm long wire spring grade no. 2

and arrangement for inside and outside locking

with push cover 0.80 mm thick (payments is to

be made for the exact size of opening where

rolling shutter is to be fixed)

b) With 80mm x 1.25 mm M.S laths

c)

9 Sqm 401.75




position complete

25 Qtl. 917.05

30 18.34 Pressed steel sheet frames consisting of 2mm

thick steel sheet of the specified section,

including iron lugs, iron hinges, conforming to

PWD specifications, including bolts for fixing

stops, lock notch, provision for receiving tower

bolts, and finished with one coat of ready mixed

paint red lead non setting primer, of approved

quality fixed in position, including the cost of

cement concrete 1:3:6 for filling in the frame,

and cement concrete 1:3:6 for lugs complete.

a) Door and window frame of size 89mm x

50mm with 40mm wide single rebate.

8 Mtr 71.55

72

Sub work No.6. Laying of pipe line at Head Works & Distribution

1 6.8 Excavation for pipe lines running under

pressure in Trenches and pits, in open area,

where disposal of surplus Earth is done along

with the alignment and restoration of Un-

metaled or unpaved surface to its original

condition In ordinary soil.

a) Without timbering and shoring up to 1.50

meters depth

800 100 cum 1030.00

b) i With timbering and shoring Up to 1.5-meter

depth.

100 100 cum 1422.00

ii) Exceeding 1.5-meter depth. But upto 2.25 mtr

depth

100 100 cum 1472.00

iii) Exceeding 2.25 meter depth. But upto 3.00mtr

depth

100 100 cum 1597.00

iv) Exceeding 3.00-meter depth. But upto 4.50 mtr

depth

100 100 cum 1718.00

2 10.39 Cement concrete 1:4:8 with Stone aggregate 40


5 cum 403.10



1 Cum 615.60


mortar 1:5 in Foundation & Plinth

20 cum 407.60


6 28.1 Stringing out C.I. pipe sand specials castings

along trenches and laying the same in trenches

to correct, alignment and gradients including

cartage from divisional stores or nearest railway

station to site of works or nearest railway station

to site of works and return of pieces of pipes to

stores

e)200 mm I/D 122 10 Mtr 26.90

i) 400 mm I/D 255 10 Mtr 102.75

k) 500 mm I/D 100 10 Mtr 164.50

7 28.3 Cutting cast iron pipes and specials and

chipping or filing the surface to a uniform finish.

e) 200 mm I/D 12 Each 6.65

i) 400 mm I/D 20 Each 13.95

k) 500 mm I/D 10 Each 19.15

8 28.6 Jointing cast iron socketted pipes, valve and

specials with rubber tyton joints fitted complete

including cost of labour and tools etc. and

tested complete.

e) 200 mm I/D 30 Each 7.50

73

i) 400 mm I/D 50 Each 13.05

k) 500 mm I/D 20 Each 16.30

Sub Work No 7 Boundary Wall & Iron gate length 1200 mtr

1 6.6 Earth work in excavation in foundation trenches

etc., in all kind of soils not exceeding 2 mtrs.

depth including dressing of bottom and sides of

trenches stacking the excavated soils clear from

the edge of excavation & subsequent filling

around masonry, in 15 cm layer with

compaction including disposal of all surplus soil,

as directed with in a lead of 30 meters.

600 100 cum 1108.10


40mm nominal size in foundation and plinth

115 cum 403.10

3 10.115 Damp proof course 25 mm thick of cement

concrete 1:2:4 using stone aggregate with 2

coats of bitumen 20/30 penetration at 1.65 kg.

Per sqm laid not and sanded.

305 Sqm 26.40


mortar 1:6 in foundation and plinth

720 cum 393.45

5 14.9 Conglomerate floor 40mm thick cement

concrete pointing topping 1:2:4

305 Sqm 31.50

6 15.11 15mm thick cement plaster 1:5 on rough side of

wall

1500 Sqm 14.25

7 16.48 White washing Three coats 1500 Sqm 1.25

8 15.61 Cement pointing 1:3 deep variety on brick and

tile work

1500 Sqm 9.25

9 18.12 Wrought iron and mild steel(using angles, flats,

square bars, tee and channels) ladders, grills,

grating frames, window guards, iron doors

openable or fixed stair case or parapet or any

other type of railing, gates and tree guards etc.,

including cost of screws and welding rods or

bolts and nuts complete fixed in position.

3 Qtl. 1040.35

Sub Work No.8 Pucca Road & Path

1 6.7 Earth work in excavation in foundations of underground structures sludge drains etc. and other similar works in ordinary soil including dressing and disposal of surplus soil as directed within a lead of 30 mtrs. For depth up to 2 mtrs. Below natural ground level.

10 100 cum 932.00

2 10.39 Cement concrete 1:4:8 with stone aggregate 40mm nominal size in foundation and plinth

12 cum 403.10

3 10.41 Cement concrete 1:2:4 with stone aggregate 20mm nominal size in foundation and plinth.

2 Cum 615.60

4 11.3 First class brick work laid in cement sand mortar 1:5 in Foundation & Plinth

2 cum 407.60

5 11.48 (a)

11.43 cm thick brick wall laid in cement sand mortar 1:4 in super structure

10 Sqm 55.10

6 10.32 Cement concrete 1:6:12 with stone aggregate 40mm nominal size in foundation and plinth

28 cum 348.25

74

PART–II (B) NON-SCHEDULE ITEM

Providing Independent water works at Azad Nagar, Gangwa road Hisar Town, “ Designing, Constructing, Testing, Commissioning, Operation and maintenance of

canal based water supply scheme comprising of RCC NP2 pipe inlet channel, 1 No Raw water storage and sedimentation Tank, Raw water sump, Clear water

storage tank, clear water sump, Rapid sand filter bed 4.54 MLD(IMGD), Pump House, pumping machinery, Rising mains, Boundary wall Etc. and all other works contingent thereto" complete including operation and maintenance for

twelve months during defect liability period after trial run of three months and five years thereafter in Hisar Town complete in all respects”.(On risk and cost of

M/S Shiv Bhandar Const. Company, Hanumangarh) App. cost Rs.774.25 lacs

Sub Head No. 9 Pumping Machinery

Sr.No. Name of item with brief description Qty Unit Rate quoted by

the contractor

1 Supply & erection of Horizontal spindle split

casing type pumping sets of following duties

directly coupled to AC squirrel cage induction

type motor with accessories as described in

Schedule No. II complete in all respect all

priming arrangement with base frame complete

in all respect

a) Clear water pump set (at water works)


b) Raw water pump set


2 No

2 No.

Each

Each

2 Supply and fixing following CI D/F pipe

and specials/ sluiced valve / bell mouth/

reflex valves including cost of jointing

materials, excavation, laying, jointing,

refilling including making adequate

supports of masonry/ concrete/steel for

delivery and suction pipe from bell mouth

in the underground Tank up to the rising

main laid by the Deptt. As per plans shown

from the foundation wall of the pump

chamber for clear water pump sets at water

works Gangwa road hisar as per

specification give schedule –II for

A) Detail of pipe and specials

a) CI /DI bends, Reducers, tees etc. upto

300 mm i/d.

2000kg Per kg

75

B) CI D/F pips

a) 200 mm i/d

b) 250 mm i/d

45 mtr

20 mtr

Per mtr

Per mtr

C) bell mouth

a) 200 mm i/d

b) 250 mm i/d

2 No.

2No.

Each

Each


commissioning of HT metering panel 11

KV Consisting of One NO. Electronic

trivactor meter 3 phase, for wire 0.5 class

of Accuracy on Kw hour point basis

complete with HT CTs of 20/5 empire, 15

VA burden and class 0.5 accuracy and HT

PT 110000/110V , 15VA burden and class

of 0.5 accuracy including metering cubical

complete in all respect as described in

schedule No. II

1 job Complete

Job


commissioning of standard make 200 KVA

11/0.433 KVA3 phase 50 cycles copper

wound outdoor type transformer with

manual tape changes and termination

complete as described in schedule No. II

complete in all respect.

1 Job Complete

Job


commissioning of GO switch with blade,

Pin six insulator operating and handle with

GI pipe 25mm class B with 2 No. RCC

pole complete in all respect

I Job Complete JIb

6 Supply, erection, testing of standard make

XLPE 35 sq. mm 3 core galvanized steel

strip armored cable HT/11 KV grade with

aluminium conductor in ground covered

with sand and brick/ in trench/in pipe for

making following connection a)from

HVPN G.O. switch to metering equipment

b) Form HT Metering Equipment to

transformer (complete in all respects as per

schedule No.II.)

50 Mtrs Per mtr

76

7 Supply, erection, testing & commissioning

in HT epoxy type cable boxes for 35

SQ.mm HT/ 11 KV XLPE 3 core

galvanized steel strip armored cable

including material required for complete

erection of the same such as thimble, lugs

solder compound etc. complete in all

respects as described in Schedule No- II.

I) for outdoor installation

II)For indoor Installation

2 No.

2 No.

Each

Each


commissioning of LT panel with copper

bus bar and solid connection of suitable

rating (as per schedule No.II) consisting of

1 No. incoming MCCB 25 ka Micro

processor MCCB breaking capacity with

having adjustable over load with time

delay relay and adjustable short circuit with

time delay relay with complete metering

(Amp. Meter with CT, ASS, VSS and

phase indicating control fuse 3 NO. fully

automatic factory manufactured outgoing

star delta starter suitable of having

following accessories of suitable rating for

respective motors

At Water works Clear water pump set :-

4500LPM x 45 Mtr. Head = 2 No. (each

for pump)

i) MCCB 160 Amps. -1 Nos.

ii) Contractor of 63 Amp (AC-3duty) 3

No.

iii) Electronic Motor protection relay

with display

iv) Protection:- I Job

Complete

Job

77

a. over current

b. under current

c. phase loss imbalance of

reversal

d. lock rotor

v) Timer electronic 0.60 second – 1

No.

vi) Single phase preventer – 415

voltage AC – 1 No.




x) Amp. Selectors switch 1 No.


Raw water pump set: 3500LPM x 12

Mtr. Head = 2No. ( each for pump)

i) MCCB 32 Amp – 1 Nos.

ii) Contractor of 16 AMP (AC- 3

Duty) 3 No.

iii) Electronic Motor protection relay

with display

iv) Protection

a. over current

b. under current

c. phase loss imbalance of

reversal

d. lock rottor

v) Timer electronic 0.60 second – 1

No.

vi) Single phase preventer – 415

voltage AC –1 No.




x) Amp. Selectors switch 1 No.

78


Note: All the power connection should be

with solid copper bus bar of suitable rating

addition outgoing feeders

i) One No. 5H.P vacuum pump motor with

32 AMP. TPN and DOL starter complete

ii) One for lighting load with 32 AMP

MCB TPN

iii) 2 No. for exhaust & ceiling fan with 16

Amp. MCB. DP


commissioning of LT cables PVC

aluminum armored cable including cost of

thimbles, lugs for making connection under

ground covered with sand and bricks/in

trench/in pipe on steel bridges (Detail of

cable sizes and length to be provided be

clearly mentioned for making following

connection).

(A)

a)From Transformer to LT panel 1100 volts

1x 300 sqm mm 3½ core

b) from LT panel to atarter 1100 valt


mtr head

c) from starter to motor 1100 valts

2 x35 SQ. mm 3 core (for 3500LPM x 45

Mtr head

25 m

15 M

30 m

Per mtr

Per mtr

Per Mtr

B) From LT panel of starter 1100 valt


mtr head)

15 M Per Mtr

79

C)from starter to motor 1100valt ( copper

cable)

6 sq mm 3 core ( for 3500 LPM x 12 mtr

head)

30 m Per mtr


commissioning of Automatic Power Factor

correction factor panel 40 KVAR (as per

schedule No. II) with automatic power

factor correction in various steps with

incoming 150 Amp. MCCB with complete

metering.

1 Job Job


commissioning of Earthling with tinned

copper earth plate 600mm x600mmx 3mm

thick including accessories and connections

from earth electrode with copper strips

32mm x 6mm thick as per specifications

given in schedule No. II. 9 NO. Each


commissioning earthling with G.I pipe 4.5

Mtr long and 40 mm dia with masonry

enclosure and connection from electrode

with 4.00 mm dia G.I wire in 15 mm dia

G.I pipe as per specification given in

schedule No.- II 5 No. Each

13 Providing fixing of insulated rubber

matting suitable for 11 kv installations 1

meter x 2 meter x 12 mm / as per panel

SPEC for site as per specification given

Schedule No. II 5 No. Each

14 Providing and fixing of exhausted fans each

having a capacity of 45 cubic meters per

minute complete with suitable G.I sheet

ducting in pump chamber if required 1 No. Each

80

15 Supply and erecting testing of standard

make sodium light 250 watt with pipe

fitting and accessories with bulb of reputed

make complete in all respect 1 No. Each

16 Providing fixing of cilling fans 48” i/d

(1200mm) with suitable GI pipe complete

in all respect. 1 No.

Each

17 Providing and fixing of PVC water stop

(fixo- stop) with ribs & central bulbs of size

given below confirmed to IS-12200 of 1987

(fixo-stop) along with the bitumen board

including cost of bitumen filler complete

i) 300 mm wide x 8 mm thickness for bed

and wall. 500 mtr Per mtr

18 Providing & fixing 400 mm i/d floating

arm along with swivel bend as per

specification approved by the Engineer In

charge . Including cost of all jointing

material 1 No. Each.

19 Providing and installing water purification plant

of 4.54 MLD (1.00 MGD) capacity at water

works Azad Nagar Area Gangwa Road, Hisar

comprising of CI pipe from existing raw water

main / pump, inlet box, inlet channel, Alum

dozing, Flash mixing, Tapered flocculator,

Rectangular settling tank, filter box, over head

Reservoir for back wash including pump sets

and electric control panel, waste water tank

including pump sets & electric control panel,

sluice valves, CI pipes, CI specials, manhole

covers, air scour equipment, Chemical house

including chlorination equipment and

arrangement of flow measurement and sand

bed complete in all respect as per NIT

including cost of sluice valve of make

Kirloster/IVC/VAg 1 Job

Complete

Job

20 Operation & Maintenance of complete

water works

81

a) operation and maintenance during defect

liability period after 3 month trial run

period 1 year

Per year

b) For 1

st year operation and maintenance after


Per year

c) For 2nd year operation and maintenance


Per year

d) For 3

rd year operation and maintenance


Per year

e) For 4



Per year

f) For 5



Per year

82

NOTE S

1 The work will be carried out strictly in accordance with the PWD book of specification 1990 edition, which will form

a part and parcel of this contract agreement

2 In this contract schedule of rate, only essential portion of item have been written but it will deem to cover the entire

item as described fully in the Haryana PWD schedule of rates 1988 edition

3 The Engineer-in-Charge shall be entitled to order work against any item of work shown in this contract schedule of

rates here in after called the schedule to any extent and with out any limitation, what so ever, required in his opinion

for the purpose of work is respective of the facts that the quantities are omitted altogether, there of, if shown more or

less than the work ordered to be carried out.

4 The rate for any item of work not provided in the Haryana PWD schedule of rates 1988 but executed at site will be

decided by the competent authority and the decision will be binding upon the contractor.

5 All the items in the contract schedule of rates are subject to the foot note & notes as given in the Haryana PWD.

schedule of rates 1988 regarding these items.

6 Approximate quantities have been given in the contract schedule of rates and these can vary at the time of execution

of work. The payment will however, be made for the actual work done by the contractor. No extra claim, what so

ever, will be admissible to the contractor on a/c of variations, addition, deletion of any item over the quantities

depicted in this contract schedule of rates

7 All the amendment issued on Haryana PWD schedule of rate 1988 up to the date of opening of tender will be

applicable to this contract schedule of rate

8 The contractor will have to make his own arrangement of briks.

9 Any other item not included in this contract schedule of rates and get done at site of work will be paid according to

the Haryana PWD. Schedule of rate 1988 edition subject to the premium or discount tendered by the contractor

10 No claim will be entertained from the contractor in case any omission in description, rates & units which might have

occurred in any of these items taken in this schedule, while comprising this schedule on account of typing or over

writing . In case of any error, the same shall be rectifiable at any stage as per Haryana PWD. Schedule of rates along

with the amendments on the same received from time to time

11 The premium should be quoted above or below ceiling rates and no condition shall be given. In case any condition is

tendered, this will be considered as null and void and only the premium tendered will be accepted. In case any

tenderer refuses to accept the above afterwards, his earnest money will be forfeited.

12 The contractor shall submit the test certificate of the steel brought by him to site of work . Also the sample of steel

may be got tested by the Engineer-in-charge.

The steel shall be ISI marked of Fe 500 of IISCO , RINL , SAIL , TISCO .

13 No premium shall be payable on Non -Schedule items.

14 All the reinforcements shall be fe-500 grade confirming to BIS shall be produce by the contractor at his own cost.

15. Contractor shall be fully responsible for structural safety in all respect of the structure existing/under construction in

the vicinity of structure under construction.

16 The rate include in the contractor schedule of the rate cover the cost of filling the water retaining structure, testing for

water tightness to the full satisfaction of the Engineer-in-charge and emptying the same if desired.

17 Minimum 40mm clear cover be provided on the reinforcement on the inner side of the structure. The contractor shall

give structurally safe and water proof structure.

83

18 NO extra lift will be payable for the executed earth of structure and its proper disposal will be responsibility of the

contractor at his own cost. The contractor will be at liberty to be deposited off this quantity in his own way and will

quote his rates accordingly.

19. Each manhole cover and frame shall have the trade mark of manufactures month and year along with class and work

and shall be ISI mark.

20 All taxes such as royalty, municipal tax octroi charge forest tax and any other kind of taxes shall be paid by the

contractor and are including in the rate quoted by the contractor separately for which no premium will be allowed.

21 Contractors/agencies shall fill up the component-wise rates in figures and works for Non-Schedule items in the space

given on page 41 to 55 under the heading (B) Non-Schedule Items. The tender of the contractor / agency, who does

not fill up the component-wise rates, shall be out rightly, rejected as an ‘irresponsive tender’ and earnest money of the

concerned contractor/agency shall be forfeited for not observing the required procedure.

Executive Engineer

Public Health Engineering

Division No.1, Hisar

84

Schedule-II

GENERAL CONDITIONS OF CONTRACT

1. Definition

The term “work” means the complete scope of work covered in this DNIT as per the

specification mentioned hereinafter which may be let out on contract. The term Superintending

Engineer means the Superintending Engineer, Public Health Engg. Circle, Hisar and the terms

“Engineer-in-Charge” means the Executive Engineer, Public Health Engineering Division No.1,

Hisar of the Haryana Public Health Engg. Deptt. under whose jurisdiction the work will be

carried out from time to time. The term “Contractor” means the person or firm, whose tender for

the work is accepted and the term ‘Contract’ means the contract covered by the contract

agreement to be entered into by the said contractor for carrying out and completion of the said

work with the Engineer-in-Charge.

2. Consideration for contract and extent of Works:

a) The contract price payable to the contractor in respect of supply, erection, testing of

commissioning of electric equipment and pumping machinery shall be the consideration for all

and every description of work done, executed and performed in and about and incidental to the

work described or mentioned in this schedule and in the drawings or be intended so to be whether

the same shall be incidental or necessary to the ultimate completion or only for the temporary

purposes of the said work or be required for carrying out of such precautions as the Engineer-in-

Charge may require for the protection of the public, workmen and the work and also existing

building etc., or as set out in the conditions of the contract. It also includes the supply, erection,

testing and commissioning of electric equipment and pumping machinery complete in all respects.

b) Commissioning of installation and civil works will be responsibility of the contractor.

c) The contractor shall be fully responsible for making good the imperfection of any item of work

executed under this agreement as per clause 17 of the contract agreement. The contractor shall

repair items of work during maintenance periods.

d) All the civil works executed under this work will be tested by the contractor at his own cost.

The water retaining structure shall be tested for water tightness and hydraulic efficiency. The

contractor shall be responsible for making good imperfection in water tightness and hydraulic

efficiency. All the works after completion and maintenance period will be handed over to

Engineer-in- Charge in good working condition.

3 (a) Terms & conditions of payments:- As annexed at page No.___ to_____

Payment will be made as per actual work executed at site @ the accepted rates.

85

4. Possession of the Site :-

The Engineer-in-charge shall, as soon as practicable, after the acceptance of the tender or

the execution of the contract agreement as the case may be give possession of the site to the

contractor for use of the site for the work covered by his contract so as to enable him to

commence and continue the execution of the work included in his contract, but the non-delivery

or use of such site or sites or any part thereof shall not effect the use of such contract or the

specification and it shall not entitle the contractor to any increased allowance in respect of money

or otherwise.

5. Extension of Time Limit:-

Time for the completion of the work may be extended in proportion to the delay involved

on the application by the contractor but this will not entitle him to any extra payment on account

any reason what so ever it may be.

6. Reinstatement/ Restoration:-

All land, property, fencing likely to be disturbed or damaged during the execution of the

contract work, shall be made good by the contractor at his own expense, to the satisfaction of the

authorities and owners concerned.

7. Contractor’s responsibility for verification of site conditions:-

The contractor shall be deemed to have satisfied himself as to the dimensions, levels,

character and nature of all the works, buildings, roads lands, safe bearing capacity, spring level

and other things with regard to any connection they may have with the works of the contract, and

shall be deemed to have obtained his own information on all matters which could in any way

influence his tender.

No claim for extra work or otherwise shall be allowed in consequence of any

misunderstanding, error or incorrect information on any point or if any inaccuracies in reference

thereto which may appear in the specification, nor shall the contract be nullified in consequence

of any such misunderstanding, error, incorrect information or inaccuracies.

8. Local Taxes:-

All toll, octroi, terminal taxes, sale tax, VAT, excise duty, import duty or any other

Municipal taxes shall be paid by the contractor on all tools & plants and materials imported or

taken delivery by him including all goods and material delivered to him free on rail and those

transported by him to the site of work from outside and he shall not be entitled to reimbursement

for any payments made on account of such octroi, or terminal tax charges. This applies to

materials issued from stores of the Engineer-in-charge as well.

86

If any fresh tax of any kind is levied at any stage or any existing tax is subsequently

enhanced after the date of the contractor’s tender, the same shall be paid by the contractor and no

extra allowances shall be given to him by reason of such fresh or enhanced taxes, octroi, terminal

tax or other having been levied.

9. Import license and Foreign Exchange:

Import license and foreign exchange, if required, will have to be arranged by the

successful tenderer himself and this is solely his responsibility.

10. Services and Notices on the contractor:-

Any notice, order, required or instruction which the Engineer-in-charge may wish or

require to give in relation to works, shall be deemed to be duly served on the contractor, if

recorded in the order book kept on the work, or if it shall be delivered personally to the contractor

or any of his agent or sent by post to his office, and notice of such office and any change of

contractor’s address shall be given by the contractor to the Engineer-in-charge in writing and got

recorded in the agreement.

11. Work executed outside working hours:-

If the contractor executes any works outside ordinary working hours during the absence of

the Engineer-in-charge or his authorized representative and without having previously given him

sufficient notice in writing that such work was about to be executed he will be required to take up

and reconstruct any work so executed, if ordered to do so by the Engineer-in-charge in writing

under his hand. No payment shall be payable for the work dismantled.

12. Engineer-in-charge, and his Assistants or third party nominated by Engineer to have access

to work and store:-

The Engineer-in-charge his Assistant Engineer, Junior Engineer, Inspection Mistries,

Munshies, Inspectors and all other persons authorized by him shall have full access to the works

and the contractor’s workshop and factories, stores, brick fields, godowns and all other places

where work is being prepared or materials are collected or stored for the works and shall have full

power to send workman upon the work to execute any other works not included in the contract

and for those operations the contractor shall afford every reasonable facility during the working

hours, provided that such operation shall be carried on in such manner as not to impede the

progress of the work included in the contract, but the department shall not be held responsible for

any damage which may happen to be occasioned by any such other works.

87

13. Pumping and Dewatering:-

The contractor shall at his own cost and charges at all times during the period of contract,

provide and maintain in good working order and repair, and shall operate by day and night

adequate number of pumping plants and equipment with all accessories of suitable capacity and

design to fulfill satisfaction of the Engineer-in-Charge and shall keep the sub soil water level in

trenches and other excavation lowered to a sufficient extent at all times and shall provide and

construct all drains and channels required to enable the work to be complete in a proper and sound

manner to the satisfaction of the Engineer-in-Charge. The provision for maintenance repair and

operation of all pumping arrangements and all other works for keeping down sub soil water level

through dewatering and draining water from the work and for the disposal of such water in a

manner to be approved by the Engineer-in-Charge shall be deemed to be temporary works

incidental to the construction work. The full cost thereof be included in the price of the contract

and no other payment shall be made to the contractor in respect of any work he may carry out or

any expenditure he may incur in compliance with the term and conditions of this clause.

14. Interference with or damage to other works: -

The contractor shall not cause any interference with the work of any other contractor

engage for the construction at site of work and shall take all due precautions to prevent his work

people from causing the damage to the work of other contractor while in course of execution of

the work covered in the scope of work and otherwise.

15. Location: -

The location, where the work is to be executed is shown on the plan attached with the

DNIT.

16. Authority from Manufacturer: -

In case the pumps, motor, pipes, sluice valve, non return valve of make required as per

NIT are not manufactured by the tenderer, then authority letter from the manufacturer in the name

of tenderer authorizing to quoted for their product with committed delivery period and quality

offered should be attached with the Tender.

17. Inspection of Material: -

Before supply of material like C.I. Pie and Machinery inspection will be carried out by the

Engineer-in-Charge or the authorized representative at the factory premises. A proper inspection

note will be issued. Any material can be ordered to be inspected by Engineer-in-Charge at the

premises of its production.

88

18. Erection of pumping machinery:

1. For the installation of pump sets, electrical equipment, accessories, cable pipe and

specials, the tenderer shall include in his tender the cost of dismantling masonry concrete

and making good the same, excavation and dewatering of trenches to lower sub soil water

level.

2. The tenderer should submit technical literature with the offer and all documents shall be in

original or attested by a Gazetted officer

3. It will be the responsibility of the contractual agency for getting the electrical installation approved from

chief electrical inspector, Haryana, at his own cost, wherever applicable.

8.1 Safeguarding & Protection

All machinery, equipment, pipes, specials accessories, name plates, gauges etc. supplied by the

contractors shall be safeguarded by him completely erected, tested and commissioned. All opening shall

be protected to prevent entry of foreign matter, by blinds/ plugs. In case of loss or damage to any

machinery or to any part thereof, the contractor shall bear the responsibility and loss.

The machinery shall be protected by the contractor against weather conditions and other chances

of deterioration. If required by the Engineer-in-Charge, these shall be covered with tarpaulins and with

tin or G.I. Sheets.

The components, parts etc shall be thoroughly cleaned before assembly and assembled as per

drawing and instructions contained in the supplier’s booklets and literature for installation or as per

instructions by the Engineer-in-Charge. The contractor shall be responsible for installation of machinery

as per drawings or directions of Engineer-in-Charge. In case drawings are not available, In case of any

variation in levels, etc. the contractor shall do the necessary rectification at his own cost.

After completion of pre-erection works to the satisfaction of the Engineer-in-Charge, the

contractor shall commence the erection of machinery or foundations.

18.2 General

The contractor shall supply the manufacturer’s recommendations and instruction for installation

and operation so as to ensure proper erection of machinery and its operation.

These instructions and directions of the manufactures shall be studied and checked up at site before final

grouting is taken in hand.

The contractor shall provide all tools and gauges for erection and alignment. The contractor for

the purposes of erection shall employ, at his own cost, suitable lifting shackles, cranes and skilled men, to

the satisfaction of the Engineer-in-Charge. The contractor shall himself provide huts and sheds or

godown for storage of his materials and labour etc.

The contractors shall be responsible for arranging and executing the work of centering

scaffolding, staffing, planting, timbering, strengthening, shoring, pumping fencing, watching and lighting

at night as well as by day.

89

The contractor shall give all necessary personal superintendents during the execution of the

work and as long thereafter the Engineer-in-Charge may consider necessary, until the expiration of the

“Guarantee Period” stated in a separate sheet attached herein.

After erection and alignment in accordance with the drawings, specifications and instructions, a

report shall be submitted to the Engineer-in-Charge who will check and accord approval before taking up

grouting of bolts and final dressing of foundation’s base. Grouting shall be as per drawings,

specifications and instructions of the Engineer-in-Charge and shall form part of the erection work.

Final alignment, as specified by the manufacturer, shall be carried out after piping connections are

made. Tolerances specified by the manufacture shall be added to ensure that no stresses are induced on

the pumps by piping. The contractor shall again check the alignment by disconnecting the piping or in the

working condition or in both conditions.

The drilling of holes in the base plate for fixing motors, fixing of couplings on shafts etc. and

dowelling including provision of dowel pins or similar arrangement for retaining the alignment shall be

carried out by the contractor as part of the erection work.

The contractor shall fix up pressure gauge; lubricants grease cup and all other accessories as part

of the unit. All machinery before erection shall be cleaned, even if opening of some of the parts is

required to bring it in its original condition. No extra payment for such work shall be made.

18.3 Grouting Under Base Plates and Machine Foundation:

The grouting material shall solidly fill the spaces to be grouted and permanently retain its

original volumes so that the base plate will be held firmly in the set position. The amount of water

used in mixing shall be kept in minimum such that the grout shall have a consistence took stiff to

flow.

18.3 (1) Preparation of Surface

The top of foundation shall be cleaned and free of all levitance loose particles, oil or grease and

shall wetted thoroughly leaving no puddles prior to grouting.

All tapped pockets shall be properly vented to allow penetration of grout.

The grout shall cover all shims, which are to be retained.

18.3 (2) Placement

All anchor bolt holes shall be completely filled with grout.

The finished surface shall be smooth and shall slope away from base plate (approximately at

slopes of 1 in 25). After initial set is over the grout shall be kept thoroughly wetted for a minimum of 5

days. Care is also to be taken during grouting to see that the base plate level and alignment is not

disturbed.

90

18.3 (3) Bolts & Nuts etc.

Holding down bolts of sufficient length shall be provided and fixed for setting the machinery to

the foundation. All the necessary supporting joists and girders, bolts, nuts, washers and plates shall also

be provided together with jointing material for making the various joints and cost shall be included in

tender.

19. Wherever a reference to any Indian standard appearing in this schedule, it shall be taken to mean

the latest version of the standard till date of the receipt of tenders with latest amendment.

20. The Superintending Engineer/ Engineer-in- Charge shall have the option to change the location of

any structures. The contractor shall have no claim whatsoever for such change.

Executive Engineer

Public Health Engg. Divn No.1

Hisar

91

21 Specification of PUMP and pumping machinery (Centrifugal type):

21.1 Pumps

Horizontal spindle split casing type centrifugal pump sets completed with suitable squirrel

cage induction motor of specified makes as per schedule No.III, directly coupled, conforming in all

respect to IS 1520-1972 and motor conforming in all respect to IS 325-1978, as amended upto date.

The pump set shall be capable of pumping clear, cold fresh water having characteristics as

specified in clause 3.1 of IS 1520-1972. Each pump motor set shall be suitable for continuous rating

and shall be supplied with suitable coupling, priming, funnel, test, cock, base plate, foundation

bolts and nuts and with accessories. The pump set shall latest ISI Code.

Centrifugal Pumps: -

A) Specifications:

Horizontal spindle split casing type centrifugal pumps of specified approved make as per schedule

No. III and conforming in all respect to IS 1520-1972 as amended upto date.

B) Material & Construction:

As per clause 5.1(Table.1) of IS 1520-1972as amended upto date. The Pump is to be bronze fitted

as per IS-318.

C) Impellers:

Double suction enclosed type hydraulically and statically balances and made of stainless steel.

D) Nominal speed:

1440 RPM.

E) Pump Assembly:

Individual casing parts of pump as a whole in assembled condition to be hydrostatically tested at

1.5 times the shut off head pressure or two times the duty point pressure whichever is higher.

F) Efficiency:

The duty point should be towards left side of best efficiency point (B.E.P.) but within the best

efficiency zone. The efficiency should not be less than 75%.

92

G) Guarantee and performance:

As per clause 12 of IS 1520-1972 and no extra credit shall be given for higher efficiency. Further

pump efficiency shall be guaranteed to deliver required discharge for a range of head between (+) 10%

and (-) 25% from the specified head. Shut off head of the pump should also be mentioned and

maintained.

H) Information to be provided by the manufacturer:

The performance data as per clause 21.2.4, performance curves, certified and signed by the

manufacturer and tenderer for performance of pump shall be provided otherwise offer will be

rejected.

I) Accessories:

Each pump shall be supplied with following accessories as per clause 7.1 of IS 1520-1972.

a) Ball type air relief valve.(Manufacturer’s provision)

b) Tyre type coupling.

c) Pressure and vaccum gauge with siphon cock as per IS 3624.

d) Pressure relief valve.

e) Base plate (Made from MS Channel, M.C. 150x75 and 25mm thick MS Plates).

f) Foundation bolts and nuts.

21.2 Electric Motor:

The pump shall be directly coupled to A.C. three phase 415 volts 50 cycles squirrel cage

induction motor on common fabricated M.S. base plate. The motor shall be capable of operation

on 415(+) 6% (-) 15% voltage having synchronous speed of not more than 1500 RPM (full load slip

not to exceed 4%) . The motor shall be totally enclosed fan cooled and of continuous rating type.

The motor shall confirm to IS 325-1978. The motor shall have class, F, insulation according to IS

12741-1974. The H.P. of electric motor shall have a safe margin of 10% at the maximum

requirement of BHP absorbed at duty point and (+) 10%(-) 25% of head at duty point. Rise in

temperature while motor is in continuous use at rated out put should not exceed as per Class-F,

insulation (clause 12.1 of IS 325-1978).

21.2.1 Dimensions and output:

The dimensions and outputs of motor shall comply with IS 1231-1974.

21.2.2 Winding and Insulation:

The stator winding consists of synthetic enamel covered copper wire with slot insulation

complying with the requirements of IS 1271-1974.

93

21.2.3 Balance:

All rotors are dynamically balanced to comply with the requirements of IS 4729-1968.

21.2.4 Performance Data:

The contractor shall provide the following details in a tabular form in respect of each set

along with the tender.

1) Make of Pump.

2) Model & size of pump.

3) Duties offered LPM/M.

4) Manufacturer.

5) Efficiency of pump at D.P.

6) Overall efficiency of pump set at D.P.

7) Shut of head (M).

8) NPSHR (M).

9) Discharge at (-) 25% Head (LPM).

10) Efficiency at (-) 25% Head.

11) Discharge at (+) 10% Head (LPM).

12) Efficiency at (+) 10% Head.

13) Input at D.P. (KW).

14) Input at (-) 25% Head K.W.

15) Input at (+) 10% Head KW

16) Rated Motor output (KW).

17) Guarantee.

18) Make of Motor.

19) Synchronous speed for Motor (RPM).

20) Suitability at (+) 6% (-) 15% Voltage.

21) Suitability at (+) 3% frequency.

22) Performance Curves.

23) Accessories.

24) Material and construction of pumps

a) Casing

b) Impellers

c) Shaft

d) Shafts sleeves

e) Bearing rings

f)

94

22. LT Panel (in pump chamber)

Wall mounting panel board of suitable size required for 4 motor vermin proof extensible type

made out of 14 gauge CRCA sheet with angel frame made of 35x35x5 base frame and channel as

required to establish the heavy duty starter painted with synthetic light gray enamel paint with suitable

size of cable and meter holes all incoming and outgoing cable should be covered PVC flexible pipe

jointed with tape.

(Note: All the material of rating as per the Schedule No. 1 and specifications & make of

schedule No.II & III)

23. Starter

The starter shall be fully automatic DOL starter/star Delta starter air beak oil immersed/ dry type

suitable for 350/450 volts, three phase, 50 cycles A.C. supply, conforming to IS; 13947 (Part-I & IV).

The starter shall be complete with.

23.1 Star Delta Starter

1. SFU/MCCB 1 No.

2. Contactor 3 Nos.

3. Over load relay 1 No.

4. S.P.P. 1 No.

5. Timer (electronics) 1 No.

6. Push Button 2 Nos.

7. Indication On/Off 1 No.

8. Control fuse 1 No.

9. Amp. Meter with C.T. & Selector switch 1 No.

10. Motor protection relay 1 No.

23.2 DOL Starter

1. SFU/MCCB 1 No.

2. Contactor 1 No.

3. Over load relay 1 No.

4. S.P.P. 1 No.

5. Push Button 2 Nos.

6. Indication On 1 No.

7. Control fuse 1 No.

8. Amp. Meter with C.T. 1 No.

9. Timer electronics 1 No.

95

23.3 Switches/MCCCB’s/MCB’s/change over

Panel mounting switches/MCCB’s/MCB’s suitable for 415 volts 50 cycles 3 phase AC supply

with operating mechanism handle conforming to IS: 13947 (Part-I & III) 1993/IEC 947.

Note: All the material of rating as per Schedule No. I and specification and make of Schedule No. II and

III.

SFU’s

(a) Fix contact

(b) Terminal & Back light plate for terminal

(c ) Moving contact assembly

(d) Archute & bridge.

(e) H.R.C. fuses

MCCB’s/MCB’s/ change over

(a) Fix contact

(b) Terminal & Back light plate for terminal

(c ) Moving contact assembly

(d) Archute & bridge.

(e) Thermal/Electronic trip system with adjustable of S/C, O/C.

(f) The operating handle shall have suitable indication of ON-OFF-Trip

24. Voltmeter

Volt meter shall be provided on incoming of each panel with 3 way sq. mm with selector

switch for each pump as per IS: 1248.

25. Amp. Meter

Each pumping set shall be provided with Amp. Meter with single CTS for suitable range

of motor amp. And provided one No. Amp. Meter on incoming of each panel with 3 way and off

selector switch 100 sq. mm as per IS; 1248.

26. Indication

The three indications with control fuses in the incomer of main LT panel RYB.

27. Voltage Drops

In motor circuit the conductor shall be so chosen that the voltage at the terminals of mortar

when running under full load conditions is not less than 90% of the voltage at the main Bus Bar.

28. Automatic power factor correction device.

The capacitors of suitable with unit of (specified in Schedule No. 1) KVAR each 400/440

volts AC with copper bus bars, HRC fuse, MPP Cap. arranged in such a way operation of APFC

relay that the capacitors of appropriate capacity comes in operation automatically ON/OFF by

96

APFC relay when motor runs and power factor goes down to improve the power factor with

specifications.

Voltage 400/440 Volt AC

Frequency 50 HZ

No. of Fuses 3

Insulation level 3000 volt AC

Equipped with internal fuse Provided in the from of

Suitable rate tinned copper wire.

Externally Provided with discharge

resisters. Operating conditions as per IS:

3834-1986 revised.

29. Electrical wiring including LT cable

The work of electrical wiring and cabling shall be carried out in accordance with the

Indian Electricity Rules and IS: 732-1963.

The contractor shall include cost of providing and installing complete LT cable and wiring

work from meter including earthing to user end.

In Panel room, the cable from meter to LT panel and LT panel to starter, starter to motor

including cost of thimbles, lags, solder etc. for ISI marked cable of suitable size, 1100 volts 3/ 31/2

/single core flexible copper cable conforming to IS: 1554/ relevant IS (Part-I)-1993 in ground

covered with armored cable aluminum conductor conforming to IS 1554 (Part-I)-1993 in ground

covered with sand and brick/ in trench/ in PVC pipe /on steel cable trays. The maximum current

that will flow under normal condition of service in a motor circuit shall be taken of that

corresponding to the full load current of the motor, when rates in accordance with the relevant

current rating as given in IS 325-1978. the size of PVC copper cable/wiring used shall be capable

of carrying the full load current corresponding to the rating full load of the motor. It will

including the cost of thimbles solder etc.

The maximum current that flow in the motor circuit shall be taken as that marked on the

specification plate of the motor. The size of the cable for each circuit shall be suitable for the

maximum current as mentioned in the para above.

(Note : All the material of rating as per the Schedule No. I and specifications & make of

Schedule No. II & III)

97

30. C.I. Pipes and Specials:

30.1 C.I. Pipes:

The specials shall be all flanged conforming to ISI 1538-1993 ISI Marked class B. The velocity

in the suction & delivery pipe shall not to exceed 2.00 m/sec and 2.5 meters/sec. respectively. The

suction and delivery pipe shall be so designed that any of the pumps can be operated at one time and

delivery pipes of each pump will be as per manufacture standard.

Pipes shall be horizontally cast iron double flanged pipes class-B conforming to IS-7181-1986 as

amended upto date and bearing ISI certification marks in maximum length upto 2.75 meter each or

shorter lengths/pieces as per site requirements.

30.2 Sluice Valves:

All sluice valves shall be of cast iron double flanged confirming to IS 780-1984, IS 2906-1984

and 1538-1993 PN 1.6. The sluice valve will be provided with hand wheels upto 300 mm i/d and hand

operated gear machines in case of valves exceeding 300 mm i/d. The make shall be I.S.I. marked.

30.3 Reflux Valves:

These shall be heavy duty flanged typo with gun material sheets confirming to ISI 5312 (part)

1969 and shall be provided separately on the suction side of the pumping set and delivering side

of clear water pumps. These valves will be same sizes of suction and delivery pipe the make of

reflux valve will be as per schedule –III.

30.4 Bell mouth

On the suction side, bell mouth of appropriate size and opening shall be provided in the collecting

tank.

30.5 Drip Pans.

Drip pans shall be provided where any dripping of oil or water may occur and there shall be made

of copper with a copper pipe edging and be such that they fit neatly into place casting

30.6 All casting shall be sound and inform/smooth both externally and internally be entirely free from

blowholes. They shall be carefully cleared and dressed off. All bright work shall be free from air

holes and spots and shall be properly cleared and finished to remove tool marks.

The contractor shall reject and replace any casting, which the Engineer-in-charge consider to

be not of first class appearance and quality No plugging, welding burning shall be resorted to.

31. Transformer

31.1 The transformer shall confirm IS 2026-1962 transformer of specific KVA as per

Schedule–I, 11/440 KV 3 phase 50 cycle copper wound indoor/outdoor type. No. load

voltage ration 1100/433 v with off load taping.

1. System 11KV/415 Volts, 3Phase 50HZ.

98

AC supply

2. Type Oil immersed

3. Cooling ONAN

4. Service Outdoor/indoor (as specified in Schedule-I)

5. Temperature Rise:

i) in oil by thermometer : 45°C above 45° ambint

ii) In winding by resistance :55°c above 45° ambient

6. No. of windings Two

7. Material of windings Copper

8. Rated voltage (line to line)

i) High voltage (in put) 11000 volts

ii) Low voltage (output)

with neutral 415 volts

9. inter face connertion:

i) High voltage Delta

ii) Low voltage Star( Natural brought out for earthing)

10. Tap changing gear:

i) type of tap OFF load

ii) Tape provided on HVwinding

iii)NO. of tapes seven

iv) range of tap +OR -7.5% -5%

+OR -2.5 and 0

v) Method of tap change Manuaal /auto.

11 Terminal arrangement

i) HV Cable box for 11 KV XLPE cable

ii) LV LT cable box for 3½ core cable(as per schedule No. I)

12. Percentage impedance As per IS 2026

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13. Accessories desired:

i) Oil conservation with filter, cap drain plug and oil level gauge.

ii) Silica Gel Brather with Connection pipe and oil seal.

iii) Shut off valve between conservator and main tank

iv) Explosion vent

v) Air release plug

vi) 15 mm dia dial type oil temperature indicator with maximum tempreture indicator and

alarm

vii) Thermometer pocket with plug.

viii) Double flolt buccholz relay with trip and alarm (if H.T OCB required)

ix) Drain value with plug

x) Filter valve plug and adopter

xi) Hand hole of sufficient size for access to interior

xii) Two grounding terminals

xiii) Tank cover lifting eyes

xiv) Unidirectional rollers

xv) Jacking pads handing and lifting lugs.

xvi) Neutral bushing for LV windings

xvii) PCC plinth with MS channels grouted to the plinth.

xviii) The transformer shall be double wound and shll comply with IS 2026-1962 or the

latest and shall be suitable for service conditions of voltage frequency

fluctuation/permissible under Indian Electricity ACT and rule there under volteage

variation 10% and frequency 3%.

xix) Transformer shall meet the requirement shown under detailed specification and

capable of being load accordance with IS:66001962 or the latest. Transformer

installation should generally follow IS:1886-1961 or the latest.

xx) Transformer core shall be built up of low loss non a going detailed insulated

lamination, transformers tank shall be of robust construction fabrication (as per make

strengthened). All welded joints and valves shall be tested after the fabrication of tank-

barbed joints shall carry non-deteriorating gasket. The transformer shall be ‘ON’ type

with fixed or removable radiator adequately braced to tank.

xxi) Winding shall be Class ‘A’ insulation with uniform insulation to earth inner turn

insulation of tapped winding shall be reinforced to obtain streets distribution the

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winding assembly shall be shrunk by vacuum drying and un- pregnated with on

approved insulation transformer shall have copper winding.

xxii) Tapping shall be off load and brought out from the H.V winding and terminated in an

internal manually operated tap switch with position indicator and pad locking

arrangement. Transformer out put shall remain unaffected for any tap position.

xxiii) The transformer shall be supplied with ISIS filling of oil conforming to IS 335-1953 or

the latest.

xxiv) The transformer shall be subjected to test and manufacture’s test report should be

furnished. The tenderer shall furnish full performance data of transformer as specified

in IS2026-1962 or the latest for proper evolution of their equipments.

xxv) The following pre- commissioning test shall be carried out at the site of work.

a) Visual inspection for broken parts, cracks, leaks. Oil level, top up if oil level is

low.

b) Two samples of oil shall be taken from the bottom of the tank tested to with

voltage of 40kv for 60 seconds.

c) The insulation resistance between H.V and L.V winding and earthing. The test

shall be carried out with 100 volts magger. Where ever oil sample test and I.R

values are not satisfactory then transformer shall be dried and the oil of TR

hydrate then transformer shall be mounted on a plinth by the contractor, after

installation the rollers shall be locked by clamps to prevent movement of

transformer.

xxvi) Transformer body and neutral shall be earthed as per standard conventions.

32. Termination

j) 11 KV outdoor type HT bushing as per ISI suitable to terminations for 3 core XLPE cable (as

specified Schedule - I) outdoor type HT box as per ISI

k) LT cable box suitable for termination of L.T cable 3½ core PVC cable and one for natural should

also in addition to cables have provision for connecting 2Nos. earthing tape.

(Note: All the material of rating as per the schedule No. I and specification & make of Schedule

No.II & III)

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33. Earthing:

All the electrical equipment such as transformer, HT panel, metering panel, LT panel,

switches, bus bars, starters, motors etc. shall be providing with double loop earthing with thimble

connection. All lighting equipment shall be provided with single loop earthing. All connections shall

be by means of soldered thimbles of approved quality. The earthling shall be done in accordance

with para 7 of IS –732-1968 and IS 3043-1996 all connections of the earthing system shall be visible

for periodical inspection and testing.

It is absolutely essential that the entire earthing system should be designed with regard to likely

earth fault. Current based on the rating of equipments installed.

(a) Earthing with tinned copper earth plate 600mm x 600mm x 3mm thick including accessories and

providing enclosures with copper plate having locking arrangement and watering pipe with

charcoal or coke and salt for copper plate earth electrode along with earth connections from earth

electrode with copper strip 32mm x 6mm thick directly is ground and surface fixed with suitable

copper strips of same size as required.

(b) Earthing with GI earth pipe 4.5mm long and 40mm dia with masonry enclosures on the top with

charcoal or coke and salt for pipe earth electrode along with earth connections from earth

electrode with 4mm dia GI wire in 15mm dia GI pipe from earth electrode as required.

All wiring and earthling shall be as per IE / 1996 rules and shall be got approved from the

chief Electrical Inspector of HVPN.

34 Steel Bar Embeded Plastics Steps

Soft orange colour foot rests having minimum 3mm thick polypropylene copolymer plastic

encapsulated on 12mm dia ribbed steel bar as per IS-1986 and having minimum cross-section of

23mmx25mm and overall minimum length of 263mm and width as 165mm with minimum 112mm space

between protruded legs having 2mm tread on top surface by chequering besides necessary and adequate

anchoring projection on tail length of 130mm and suitable to withstand load rest of 225 Kg with

maximum 7mm deflection when tested as per IS-5455 and tested for bending, integrity of plastic test,

chemical resistance test as per standard and approved by the Engineer-incharge. The material should have

manufacturers permanent identification mark to be visible after fixing.

The plastics used in steps shall be polypropylene conforming to IS-10910-1984.

The minimum thickness of plastics shall be 8mm when measured in accordance with standard

procedure.

34.1 Floating Arm

The specification for floating arm will be as approved by Engineer-incharge.

34.2 Man Hole Cover

These shall be C.I. as approved by the Engineer-incharge.

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34.3 C.I.D. Joints

C.I.D. Joints will be I.S.I. marked (IS 8794-1988 with latest amendments)

34.4 Rubber Gaskets and Rubber Rings.

Rubber Gaskets for mechanical joints and push on joints for use with C.I. pipes and fittings shall

be ISI marked (I.S 12820-1989) with latest amendments. The Rubber Rings shall be ISI marked (I.S

5382-1985) with latest amendments.

34.5 Pig Lead:

Pig Lead shall confirm to IS: 27 of 1977 with latest amendments.

34.6 Nut Bolts:

Nut Bolts shall be ISI marked (IS: 3138 of 1966) with latest amendments.

34.7 Main switch/change over/volt meter/Amp. meter:

These should be of Havell/ Siemens/Crompton Greaves/L&T make .

34.8 Copper Wire (Flexible multi strand):

Make Havell/Plaza.

34.9 Capacitors (oil immersed):

Make L&T/ Siemens/ Asian/ Javie/ Crompton Greaves.

103

SCOPE OF WORK FOR OPERATION & MAINTENANCE

1. Regular desilting of various chambers / haudies and inlet channels during canal closure so

that no silt is present when the raw water again flows after closure of canal. Grass, roots &

weeds should be regularly removed. Regular watch and ward during running period of

canal has to be done and any theft of water has to be checked / reported to Department

immediately. Cleaning of RCC pipes and culverts is to be done regularly so as to clear silt

deposit. The earth filling on both sides of inlet channel if in filling is to be carried out

regularly by maintaining a berm of minimum 1’-3” width on both sides so as to avoid the

damage of channel due to erosion of earth.

2. Storage tank shall be regularly filled completely during canal running period. All type of

weeds in and around storage tank shall be removed and cleaned by contractor. Entry of

rain water shall be checked by maintaining earthen embankment around parapet of storage

tank, floating arm out let shall be kept operative and in case there is any displacement and

same shall be fixed again.

3. Raw water/ Clear Water pump well shall be cleaned twice in a year to the satisfaction of

Engineer-in-Charge. Entry of date of cleaning will be made in the log book.

4. Pump chamber equipped with raw water pumping sets and clear water pumping sets,

starter, main switched, voltmeters, ammeters, pressure gauge and other installation as per

detailed list, will be handed over to the contractor after completion of 3 months trial run

period of contract. The contractor shall operate the raw water pumping sets to fill

filtration plant per requirement of filtration plants. Similarly, clear water pumping sets

shall be operated to pump clear water and distribution system. Pumping hours shall be

eight hours for designed demand or as decided by Engineer-incharge as per the availability

of electric power. The contractor shall have to keep his operating staff around the click at

head works so that pumping can be done in case of interrupted power supply. In case of

any defect, the repair of motors, pumps, voltmeter, amp. Meter, starter, main switches,

wiring etc. has to be carried out by the contractor immediately, as and when required to

the satisfaction of Engineer-in- Charge. The spare parts used in repair shall be of original

make. The pumping sets shall be handed over in running conditions and the same shall be

taken over in the running condition, after the completion of contract period.

Log Book and various other records mentioned at para 1.8 of the special conditions

of the contract shall be maintained by the contractor. The log book shall be securely kept

in the pump house and made available to any officer of department for inspection. The

pump house and made available to any officer of department for inspection. The

104

completed log book shall be deposited to the Junior Engineer after making all entries.

Pump house shall be cleaned daily. Periodical and need based preventive maintenance

(lubricating oil, grease, gland making, gland dori, electric bulb/ tubes/ fans, starter oil,

replacement of Kitkat and spare of starter replacement (fuse etc.) shall be done by the

contractor.

5. Rising mains and pipe line at Head works shall be maintained by the contractor and any

leakage occurred shall be repaired on the same day. The pipes, required in the repair of

pipe line shall be supplied by the department free of cost, whereas other petty items like

coupler, nut bolts, C.I.D. joints, CI specials, sluice valves, jointing material etc. shall be

arranged by the contractor himself. The contractor will keep proper record of consumption

of pipe and shall get it verified and signed from J.E. incharge. The material, scrap of the

old repaired pipeline will be returned by the contractor to the department.

6. The contractor is not authorized to allow any public stand post or private connection, but

the department shall be at liberty to release any number of private connections or

installation of public stand post as per the requirement from time to time.

7. Clear water under ground tank shall be cleaned after 6 months to the satisfaction of

Engineer-in-Charge. All manhole covers shall also be kept intact and the same shall be

never left to remain open.

8. The Head works and the space around various units shall be kept clean. Proper

illumination will be ensured at night. There shall be no leakage in sluice valves at head

works and repair of the same, if required, shall be done by the contractor including the

filling of gland dori, repair to spindle or any other moving parts etc.

9. The contractor is required to submit the details of his staff, which shall be engaged for

operation and maintenance. At least one persons from his staff shall be always available

on the scheme. The staff shall be well dressed and should not consume alcohol at water

works.

The contractor may employ qualified and trained employees, as per the requirement of

the department as per RME service rules Group-C & D. These employees whether they

are employed by him directly or through any agency shall be the employees of the

contractor for all purpose whatsoever and shall not be deemed to be in the employment of

Public Health Engineering Department for any purpose whatsoever. The contractor shall

abide by all rules, law and the regulations that may be in force from time to time regarding

employment or conditions of service of the employees. If under any circumstances,

whatsoever, Public Health Engineering Department is held responsible to the employees

105

of the contractor in respect of any matter, Public Health Engineering Department shall

be re-compensated by the contractor in that event.

10. In case, motor, stabilizer or any other electrical/ mechanical/ pipe line and special

component are damaged or burnt, it shall be the responsibility of the contractor to get it

repaired the same as per the standard and direction of the Engineer-in- Charge at his cost.

The contractor may incorporate these charges in his offer. In case, lthe motor pump is not

repaired in time and the scheme is closed, compensation Rs. 5000/- per day shall be

levied for disruption.

11 All components of Head works except installation in pump chamber and other pumping

machinery shall be kept in good condition by the contractor. Any loss on water works

including machinery and other installations due to theft or negligence shall be recovered

from the contractor. No new structure shall be added at the Head works by the contractor.

12. The lawns as shown on the plan should be maintained properly and it is the

responsibility of the contractor for maintaining lawns, cutting of grass, bushes etc. and

watering.

13. Adequate safety precautions for the workers employed by the contractor shall be

observed as per the latest Act. Any sort of compensation due to loss of lives, due accident

etc, shall be the responsibility of the contractor.

14 Following record shall be maintained and produced periodically by the contractor

for proper monitoring by the Engineer-in-Charge.

A. Daily canal running record during canal running period.

B. Gauge of S/S tanks being filled during canal running period shall be entered in the

log book.

C. Filter operation record with filters under scrapping.

D. Log book for the supply of water from running of raw water, clear water pumps

sets, voltage and interruption of electric supply etc.

E. The entries of over hauling/ maintenance/ replacement of electrical/ mechanical

equipment etc. shall be made in the log book by the agency.

F. Record of daily consumption of bleaching powder or any other disinfectant on the

format attached. The record of daily checking of residual chlorine at the head

works as well as at four or more tail end areas of every village has also to kept in

the register. In case of spread of any epidemic due to contaminated supply, the

contract shall be terminated and maintenance will be taken over by department

temporarily for emergency period or permanently depending upon gravity of

situation and recovery of extra amount involved of getting work done will be

106

recovered from him. The 5% security deposit of the contract value of

operation and maintenance will also be forfeited.

G. The record for the pipe used and available in stock for the maintenance of the

scheme.

H. All the log books or registers shall be arranged by the contractor.

I. In case of failure of any water sample taken by the department or Health

authorities from water works or from distribution system, a penalty of Rs.1000/-

per failed sample will be levied upon the contractor.

J. Contractor is supposed to maintain power factor as per HVPN requirement. In case

of non-maintenance of proper power factor, any penalty levied upon by HVPN will

be borne by the contractor.

15. Both the pump sets of clear water and raw water should always be in running position and

alternatively both the pump sets be run in such a manner that running hours of each clear

water and raw water pump set should almost be equal during this week. In log book,

running of clear pump set-1, clear water pump set-2 be recorded.

16. The water works (W/W) is prohibited area and no unauthorized person shall be allowed to

enter into the W/Works by contractor. If any unauthorized person is found inside the

W/W, it shall be considered as breach of the contract agreement. Further, no person shall

be allowed to take water from the W/W directly. It shall be the personal responsibility of

the contractor for any loss of life or other consequence if the unauthorized persons are

allowed to take water from storage tank or C.W.T. The responsibility of watch and ward

of the water works and departmental materials, if any, lying at the water works, will lie

with the contractor. The contractor will be responsible for the losses on account of any

reason, which shall be recovered from him in any manner.

17 All tools and plants required in maintenance of the scheme, shall be arranged by the

contractor, at his own cost.

18. Any repair to the structures damaged due to natural disaster e.g. earthquake/ floods, shall

be done by the department but repair required on account of any other reason shall be

done by the contractor at his own cost. If the contractor fails to operate & maintain the

scheme for awarded period, the working/ performance is observed unsatisfactory the

department is at liberty to cancel the contract agreement at any time after giving due show

cause notice. In that case, security deposit of operation and maintenance of the contractor

shall be forfeited and the extra amount involved, if any, on account of getting the work

done at his risk and cost will also be recovered from his pending dues, if any, in the

department or from his immovable/ movable property.

107

19. The contractor shall have to keep his maintenance/watch & ward staff round the clock

at Head works so that pumping can be done in case of interrupted power supply.

20. The filtered water shall be with any disinfected as approved by the Engineer-in-charge

with a specific dose as intimated by him and as per the procedure laid down.

Disinfectant is perishable item and its proper storage is the responsibility of the

contractor. If any quantity is losses its strength due to poor storage of bleaching powder,

the amount of the same shall be recoverable from the contractor.

21. Water will be supplied directly in distribution system at sufficient pressure as directed by

Engineer-in- Charge twice a day so as to reach every house connection and stand post and

there shall be no complaint from the villagers. The timings of water supply as per fixed by

Engineer-in- Charge has to be adhered strictly, but in case some change to be done on

account of interruption of electric supply, the reasons has to be recorded in the log book.

In case of shortage of water supply shall be made by rationing as per direction of

Engineer- in- Charge. The operation of sluice valve inside and outside the water works

any where on distribution system for supply of water in zones is the part of the scope of

work of contractor.

22. The electric power shall be provided by HVPN at W/W and the expenses of electric

charges shall be borne by the Department. But the contractor shall keep the proper record

of electricity consumed. Energy Charges bill raised from HVPN shall be submitted to the

Department. He shall compare the bills raised by HVPN with the actual running of the

electric motors and if any discrepancy is found in the bills, the matter shall be reported to

the Sub Divisional Office/Divisional Office with authentic proof of the same. In case of

failure of electric supply, the complaint shall be lodged with the HVPN authorities by the

contractor along with the entry in the Log Book & with a report to JE / SDE. In case of

major fault, the matter has to be reported to the Executive Engineer & Sub Divisional

Engineer in case departmental meter has been installed, the contractor will repair / replace

the same whenever the need arises.

23. Any associated clause, which has been left out inadvertently but it is necessary for the

smooth running of the scheme will also have to be followed by the contractor. He should

include cost of such work in his offer. The offered rate shall be inclusive of all such

items. In the event of strike or absence of staff employed by the contractor, the

department shall be free to maintain the scheme at the risk & cost of the contractor. In

case of unsatisfactory performance by contractor in Operation & maintenance, liquidated

damages @ 0.25% of contract value of Operation & Maintenance per day for period of

unsatisfactory performance subject to maximum of 10% of contract value Operation &

108

Mtc. shall be levied as compensation. Decision of Engineer-in-Charge shall be final

and binding upon the contractor regarding such compensation. The terms and conditions

of tender documents shall be taken on default in case of operation and maintenance.

24. The contractor should carefully check that:

a) He has quoted rates for all items for maintenance of the scheme per month as per

scope of work in Schedule-IV.

b) He has no objection if his incomplete offer is not considered for approval and

department is free to take action for cancellation for submitting incomplete offer

along with forfeiture of security deposit of operation and maintenance.

25. The contractor may quote condition which materially effects the scope of work and

performance of the job which may help in bringing clarity in terms & conditions of the

contract. However the department reserves the right to accept or reject such conditions

and such conditions must not be in contravention to the conditions of the DNIT.

26. The contractor shall hand over all the works to the Engineer-in- Charge in working

condition on the completion of the contract. The contractor will do white washing inside

the staff quarter, inner side of B/Wall, Roof of the pump chamber, verandah and oil bound

distemper in pump chamber and its verandah, terracotta/ snowcem of first quality on outer

side of boundary wall, pump chamber, staff quarter and pointed surface of brick work

above ground level of all structures and painting on all wood work and metallic surface

including machinery, sluice valve and pipe line inside the pump chamber every year.

27. Action as per terms and conditions of contract documents shall be taken for works of

operation and maintenance as in case of original work.

28 Payment Terms:

The mode of payment for the work shall be as below: -

a) The operation & maintenance cost quoted by the contractor shall be payable on

bimonthly. The date of payment shall be 10th

of due month.

b) Deduction of 5% amount payable shall be done from the running bills and final bill of

the contractor. The security deposit shall be refundable after completion of the contract

period and handing over of complete installation back to Deptt. Other deductions such

as Income Tax, Sale Tax etc. shall be made as per the rules.

29 The complete work as defined in scope of work includes Operation & Mtc. Of complete

scheme starting from water works to consumer and what so ever, along with regular

preventive maintenance of each and every unit & equipment. Any associated clause,

which has been left out inadvertently but it is necessary for the smooth running of the

scheme will also have to be followed by the contractor. He should include cost of such

109

work in his offer. The offered rate shall be inclusive of all such items. In the event of

strike or absence of staff employed by the contractor, the department shall be free to

operate & maintain the scheme at the risk and cost of the contract. In case of

unsatisfactory performance by contractor in operation & maintenance liquidated damages

@ 0.25% contract value for work of unsatisfactory performance subject to maximum of

10% of contract value shall be levied a compensation. Decision of Engineer-in-Charge

shall be final and binding upon the contractor regarding such compensation. In case of less

supply of water by the contractor for a period of four weeks or ore a compensation

equivalent to 50% of proportionate cost of less supply for reasons well under control of

the contractor shall be levied. However, no compensation shall be levied for less supply if

the reasons are beyond the control of the contractor. The matter regarding less supply and

compensation shall be decided by the Executive Engineer, Project Project Public Health

Engineering Division, Hisar.

30 Painting and White Washing: -

The agency has to do the work of painting white washing distempering of building

and all equipments of machinery after every 2 years during O&M of 5 years.

31. The rate of rapid Filtration plants as 4.54 MLD per day or as directed by Engineer-in-

charge. The T&P and labour required for the cleaning purpose are to be arranged by the

contractor. This full process shall be completed within 24 hours of the closure of filtration

plant. Simultaneously, the v-Notch Hodies are to be cleaned properly. New filter media

(top layer), if required, shall be provided by the Department. The contractor shall keep the

filter running and in case of reduction in filtered water discharge, the contractor shall drain

our the Backwash water within 24 hours of its closing. In case he fails to starts the filters

within 24 hours, the compensation shall be levied as given below:-

Sr. No. Period of Delay beyond the specified period Compensation (in Rs.)

1. 0 to 24 Hours Rs. 500.00

2. 24 to 48 hours Rs. 1000.00

3. 48 to 72 hours Rs. 1500.00

4. More than 72 hours Rs. 500.00 per day

110

1. ELECTRIC SUPPLY INSTALLATIONS, EARTHING ETC

a) General

i) All the electrical installations both internal and external shall be carried out as per Indian

Electricity Rules, 1956 and subsequent amendments made to it from time to time.

ii) The work shall be carried out through a licensed electrical contractor registered with the

appropriate state/central government as the case may be.

iii) All the electrical installations shall be got approved, tested and certified from the Chief

Electrical Inspector.

iv) The damages caused to the civil structures, etc, during electrical installations, shall be

made good by bringing such locations to their normal conditions i.e. original finish.

v) All the materials used for electrical installations shall be of standard type and of reputed

make as specified.

vi) All safety measures shall be adopted for all the installations as per Indian Electricity

Rules, e.g. providing adequate earthing, proper insulation and earth leakage circuit breaker

etc.

Layout of Pumping System

1) Enough space should be available in the pump house for locating the pump, motor, valves, piping

control panels and cable trays in a rational manner with ease of access and with sufficient space

around each equipment for the maintenance and repairs.

The minimum space between two adjoining pumps or motors should be 0.6m for small and

medium units and 1 m for large units.

2) Space for the control panels should be planned as per the India Electricity (I.E.) Rules, as per

these:

i. A clear space of not less than 915 mm in width shall be provided in front of the switch

board.

In case of large panels, a draw out space for the circuit breakers may exceed 915 mm. In

such cases the recommendations of the manufacturers should be followed.

ii. If there are any attachments or bare connections at the back of the switch board, the space,

if any behind the switch-board shall be either less than 230 mm or more than 750 mm in

width measured from the farthest part of any attachment or conductor.

iii. If the switch board exceeds 760 mm in width, there shall be a passageway from either end

of the switch-board clear to a height of 1830 mm.

111

Lightening Conductors

One number of lightening conductor at the highest elevation shall, be provided suitably for the

entire plant area. It shall consist of:

i) Solid copper rod with upper terminal 25 mm dia, 1.5 m long with a knob at the end and

the conical spikes on top.

ii) Suitable clamps to fix the conductor to the walls.

iii) Aluminum tape conductor 25 mm x 3 mm

iv) G.I. earth plate 1 m2

in area and 1.5 mm thick.

v) Charcoal, commercial salt and sand for filling.

vi) G.I. pipe of 50 mm dia. Up to 3 m. height above G.L.

b) LT supply is available at the transformer near the pump chamber. The contractor will lay 3 ½ core

aluminum armored cable from the transformer to the proposed filter plant of suitable size. The main

distribution board will be designed for the complete load of treatment plant. It shall consist of suitable no

of bus bars of suitable size of copper designed for above electrical load, AmM. and VoltM. of suitable

range with rotary selector switches, phase indicator lamp with switches, ACB and CTPN switches of

adequate capacity with HRC fuses. The panel board box shall be of MS sheet 2 mm thick and closed type

vermin proof with panel opening on front side for carrying out inspection, operation and maintenance.

Cables For connecting motors of various H.P. and panel boards suitable 3 ½ core Copper cable of

adequate capacity with regards to starting current of motor shall be provided and shall be of reputed make

conforming to IS 1554/1964 and laid as per standard practice in a channel as per Indian Earthing Rules.

i) Panel Boards outside the building shall be provided with M.S. Shutter of suitable gauge.

ii) All cable from main panel board upto motors should be flexible copper cables of 1100 volts pass

through GI pipes Class B along floor / walls or through GI flexible pipe upto starter from starter

to motor.

iii) Double mesh earthing will be laid as per Indian electric rules for all motors, starters, panel board,

main switch bus bar etc and mesh is to be connected to earthing to be installed by the contractor

with 2 Nos. GI earth pipe. All electrical wiring, installations and ear thing shall be got approved

from Chief Electrical Inspector.

iv) Oil filled Capacitors of make Crompton Greaves/ L&T/ Seimans shall be provided with each

motor / starter & shall form part and parcel of panel board.

v) Area of doors and windows shall be 20% of the covered area.

112

(c) Wiring

(i) Internal Point wiring with 2.5 Sqm PVC copper insulated wire shall be provided in a MS

conduit of 16 gauge and 1.25 mm dia with continuous GI earth wire of 14 S.W.G. complete with

shockproof accessories erected on Formica topped T.W. block. For internal lightening one 40 W tube for

every 100 sft area and one no bulb point for every 200 sft area shall be provided. Fan points inside Filter

house and chemical house will be provided and external light point on the exterior of the filter house and

chemical house be provided as per the satisfaction of the Engineer-in- charge. Power point of with 5

Amps and of 15 Amp will be provided with 2.5 Sqm copper cables in every room pipe gallery.

113

HARYANA PUBLIC HEALTH BRANCH

SCHEDULE No. III

Providing Independent water works at Azad Nagar, Gangwa Road Hisar Town. ”Designing, Constructing, Testing,

Commissioning, Operation and Maintenance of canal based water supply scheme comprising of R.C.C NP2 pipe inlet

channel, one no. Raw water storage and sedimentation tank, raw water sump, clear water storage tank, clear water sump,

Rapid sand filter bed 4.54 MLD(1MGD), pump house, pumping machinery, rising mains, boundary wall etc. and all other

works contingent there to complete including Operation & Maintenance for 12 month during defect liability period after

trial run of 3 month & five year thereafter in Hisar Town complete in all respects “. (On Risk & Cost of M/S Shiv

Bhandar Construction Company, Hanumangarh)

App. Cost Rs. 774.25 Lacs

The following makes of Equipment/Material shall be acceptable for this job.

1. PUMPS / MOTOR : Kirloskar/Mathar &

Plant/Jyoti/Worthiagton/Crompton

2. NON RETURN VALVES : ISI Marked

3. SLUICE VALVES : ISI Marked

4. MOTORS : Kirloskar / Crompton / Jyoti / ABB

Siemens / NGEF / GEC

5. TRANSFORMER : Ganpati/ABB/GEC/Crompton Greaves

6. LT Switch Gear

1. Air Circuit Breaker : L&T / GE / Siemens / Schnider Elect.

2. MCCB / SFU / MCB : L&T / GE / MDS / Merlin Gerin

3. Contactor / O/L : L&T / GE / MDS / Merlin Gerin

Relay / Timers

4. MCB / ELCB / DB's : L&T / GE / MDS / Merlin Gerin

5. Capacitor : L&T / GE / Siemens

6. Current Transformers : AE / Kappa / L&T

7. Selector Switch : L&T / GE / HPL

8. Indicating Lamps / : L&T, GE / Vecco

Push Button

9. APFC Relay : L&T / Ducati

10. Change Over Switch : HPL / L&T / Havells

11. Meters (Volt Meter / : L&T / AE / Enercon

Amp Meter / PF Meter /

KWH Meter / HZ Meters etc.

114

12. Starter (Star Delta) : L&T / Greaves / Siemens

7. Cables

1. Copper Wire (Flexible : Finolex / Havells / National

Multistrand)

2. 1100 Volt grade, PVC : CCI / Gloster / Havells / Suraj /Plaza

insulated AL Conductor,

Armored cables

3. 11 KV XLPE Cable : CCI / Gloster / Havells / Suraj /Plaza

4. Cable Glands : Dowells / Comet / IMI / Jainsons

5. Cable Lugs : Dowells

6. 11 KV Cable Joints Kit : Raychem / Mahindera & Mahindera

Densons / M.Seal

7. Cable Boxes : Densons / Raychem / Universal

8. Miscellaneous

1. Pin / Disc Insulator : Jayshree / WS / IEC / PCL / BHEL

2. Lightening Arrestor : Atlas / GE / International / Lamco

3. Drop out fuses : National / Kiran / Jyoti / Jayshree

4. Fire Extinguishers : Minmax / safex / vijay / cease fire /

Zenith

5. Rubber Matting : ISI Marked only

All the materials shall be conforming to relevant ISI/IEC standard.

115


SCHEDULE No. IV









ADDITIONAL TECHNICAL CONDITIONS:

1. Tenderer must be he or either himself be on ‘A’ Class electrical license holder f the Chief

Electrical Inspector Haryana for Executing, 11 KV, Electrical Works or he must have a partnership deed

with a person who is holding on ‘A’ Class Electrical License from Chief Electrical inspector Haryana or

allot Electrical work to a Sub-contractor who is holding an ‘A’ Class Electrical License from Chief

Electrical Inspector of Haryana.

2. The Electrifications system, H.T. Panel, H.T. cables, jointing of jointing-kits, LT Cables if any,

metering panel shall be got inspected from the Engineer-In-Charge or his representative before its

installation. The Inspecting authority may got tested the above items at works of manufacturer firm if

desired by the Inspecting Authority.

3. The contractor shall be responsible for getting inspected passed and approved the whole electrical

system, or part of it from Chief Electrical Inspector, Haryana and he will make necessary payments of fee

for this purpose to his office. The Department will however tender necessary assistance to the contractor

in this regard.

4. All testing charges of various electrical equipments required by state Electricity Board authority

will be borne by the contractor.

5. The contractor shall submit the original manufacturer’s test certificates in respect of

Transformer’s, tri vector meter of metering panel H.T. Panel XLPE 11 KVHT Cables, & jointing kits,

OCB, ACB, CT’s & P.T.’s pumping sets, Motors, Starters, Main switches etc.

6. The Aluminum conductor cable (Heavy) should be ISI marked & PVC insulated, armored and

should be confirming to relevant IS-specifications, Codes with latest amendments.

116

7. Test Certificate :-

A test certificate from the manufacturers shall be handed over to the department before

installation of the equipment specifying that the equipment conforms to relevant I.S.I/P.W.D.

specifications.

8. Wiring Diagram :-

After completion of the work complete drawing showing connections to the various equipment is

to be prepared by the tenderer and shall submit to the deptt. along with final bills of the work.

9. Connection :-

Inter connections from the bus bar chamber to the different main switches/Air Circuit

breakers/MCCB’s should be through solid copper bus bar's/AL bar’s (which is specified in tender) of the

required capacity duly insulated for which no extra payment will be made.

10. The rates quoted should be F.O.R. at site of work including cost of installation, freight, octroi

taxes and other charges, Nothing extra over and above rates will be admissible.

11. Superfluous conditions and conditional tender will be rejected.

12. Telegraphic tender and tenders without earnest money in shape of deposit at call will not be

accepted.

13. The Machinery will be installed as per standard ISI/P.W.D. specifications and to the entire

satisfaction of the Engineer-In-Charge.

14. The quantity of transformers, electrical equipments and pumping sets can be increase/decreased

by the Deptt.

15. The tender submitted by the firms shall be valid for 90 days (3months).

16. In case any mistake is found in the N.I.T. the same shall be rectifiable even after the opening of

the tender and execution of contract agreement as per requirement and site conditions.

Executive Engineer

117


SCHEDULE No. V

Name of Work Providing Independent water works at Azad Nagar, Gangwa Road Hisar Town. ”Designing,



tank, clear water sump, Rapid sand filter bed 4.54 MLD(1.00 MGD), pump house, pumping machinery, rising mains,





CONTACT DRAWING ACCOMPANYING THE TENDER

Providing and installing water purification plant of 4.54 MLD (1.00 MGD) capacity at water works Hisar

Town comprising of DI pipe from existing raw water main / pump, inlet box, inlet channel, Alum dozing,

Flash mixing, Clari flocculator, Rectangular settling tank, filter box, over head Reservoir for back wash

including pump sets and electric control panel, waste water tank including pump sets & electric control

panel, sluice valves, DI pipes, DI specials, manhole covers, air scour equipment, Chemical house including

chlorination equipment and arrangement of flow measurement complete in all respect as per NIT.

List of drawing and catalog to be submitted by the contractor with the tender for

transformer, electrical equipments and pumping machinery.

General Arrangement of the transformers, electrical equipments and pumping machinery and

other equipment offered.

Witness __________________ Contractor ______________

Dated : __________________ Dated : _________________

Executive Engineer

118


SCHEDULE No. VI

Name of work: Providing Independent water works at Azad Nagar, Gangwa Road Hisar Town. ”Designing,





during defect liability period after trial run of 3 month & five year thereafter in Hisar Town complete in all respects “. (On

Risk & Cost of M/S Shiv Bhandar Construction Company, Hanumangarh)


List of drawings in duplicate, to be submitted by the contractor to the Engineer-In-Charge

for approval during the course of construction of work.

Completed and final to the scale, foundation plans. Completed and to the scale, other detailed

dimensioned and sectional working drawing of the transformers, panel board and line diagrams of HT/LT

cables and PVC Copper wiring and pumping machinery with suction and delivery pipe line diagrams.

Any other working drawing required by Engineer-In-Charge from time to time.

COMPLETION PLANS :

Three bound sets of above drawings together with the printed instructions, leaflets, characteristics

curves and operators Hand Books of the various equipments installed at the work.


Dated : __________________ Dated : _________________

Executive Engineer

119


SCHEDULE No. VII









The following is the list of drawings attached with The D.N.I.T.

1. Key plan showing sites for pumping stations and transformer room.

Executive Engineer

120


SCHEDULE - VIII









GUARANTEE:

I/We hereby guarantee that the transformers, electric equipment, pumping machinery switch

boards, gear, distributions board, electrical cable etc. or any other apparatus supplied are according to the

latest I.S.I. specifications whatever applicable on the date of opening of tender and according to the

specifications attached to the tender, whenever ISI specifications do not exist. The performance is

guaranteed for the entire work for a period of one year after the date of final acceptance of the work by

the Engineer-In-Charge. The guarantee also covers for the same one year, efficient response, free from

noise and satisfactory working of the machinery and equipment supplied by me/us. If at any time, within

one year after the date of final inspection and acceptance by the Engineer-In-Charge any part of the

equipment is found not to comply with the guarantee. I/we shall at our own cost and expenses renew or

replace or do whatever is necessary to remedy the fault as required by the Engineer-In-Charge. I/We shall

during the same period of one year repair promptly at our cost and expenses all break downs or failures

which have occurred in the opinion of the Engineer-In-Charge due to faulty material and workmanship.


Dated : __________________ Dated : _________________

Executive Engineer

121


SCHEDULE - IX








. App. Cost Rs. 774.25 Lacs

AFFIDAVIT

I ____________________ son of Shri ______________________ caste

_______________ resident of ________________ District___________ contractor partner or share

Holder (Strike out the words which is not applicable) of firm or contractor hereby declare and solemnly

affirm as under:

1. That the person/firms black listed by Haryana Govt. / Govt. of India from time to time never

had any connection or interest in any business.

2. That the said persons/firm do not have any subsisting interest in my business.

3. That the said person/firm are not the employee of my firm and are not in any way connected

with my business.

Dated ______________ Deponent.

I do hereby solemnly declare and affirm that the above declaration

is true and correct to the best of my knowledge and belief. No part of it is

false and it conceals nothing.

Contractor Witness Deponent.

Executive Engineer

122









1. PROPOSALS

It is proposed to install a 4.54 MLD (1.00 MGD) average capacity water treatment plant at

water works site at Hisar Town for supplying drinking water. The plant is to be equipped with labour for

DI pipe from raw water main / pump, inlet box, inlet channel, rapid sand filter alongwith arrangements

for flow measurements, chemical dosing, rapid mixing tapered flocculator, rectangular settling tank, over

head reservoir for back wash including pump sets and electric control panel, waste water tank including

pump sets & electric control panel, sluice valves, DI pipes, DI specials, manhole covers, air scour

equipment, Chemical house including chlorination equipment etc.

2. LOCATION AND SOURCE OF RAW WATER

The water works is located at Hisar town and raw water to be treated is being received at water

works from Gangwa Road Hisar from distributary/ minor / feeder channel and Balsamand Sub Branch..

3. BEARING CAPACITY

Bearing capacity of the soil as per test report attached with the DNIT / tender is ____kg cm2

at

1.50 Mtrs. below ground level.. The contractor can get the bearing capacity tested at his own cost to satisfy himself

and the contractor shall quote his firm rates based on his interpretation about the soil bearing capacity. If after

another check the bearing capacity is found to be at variance, no extra cost shall be payable to the contractor and

he has to design the structure according to lowest value of bearing capacity received in various tests. The

contractor shall be fully responsible for structural stability on account of safe bearing capacity adopted by him.

4. SOURCE RAW WATER

The source of raw water at water works is from Balsamand Sub Branch. Storage and

sedimentation tank will be filled by gravity. Raw water pumps shall raise water to suitable level in inlet box of filter

from which water shall flow by gravity through the treatment unit, pumping shall be done by the department and not

included the scope of this tender but arrangement for taking water from raw water pump/ existing raw water main

to filter unit through inlet box is included in the scope of work.

4(A) Analysis of raw water:-

The turbidity of raw water at present from Balsamand Sub Branch is about 100 to________ PPM, but for design

purposes turbidity shall be taken on 500 PPM.

5. SCOPE OF WORK

The scope of work under this tender includes laying of DI pipeline from raw water pump

to inlet box, construction of inlet box, inlet channel with parshall flume etc. for flow measurement and

123

recording, distribution channel, flash mixer, tapering floculators, horizontal flow rectangular settling

tank, filter house, alum and other chemical solution feeding arrangement, chlorination arrangement, over

head Reservoir for back wash including pump sets and electric control panel, waste water tank including

pump sets and electric control panel, sluice valves, DI pipes, DI specials, manhole covers, air scour

equipment etc. The details thereof are given in the enclosed specification appendix ‘A & B’ (page

……..).

5A. PLAN AND DRAWING AND OTHER INFORMATION

i) Index plan of the town (attached)

ii) Layout plan of water works showing location of pump chamber, filtration plan, storage and

sedimentation tank, clear water tank etc. (attached) as per schedule No. IV.

iii) FSL of S&S tank is 600.00 feet and that of clear water tank is 83’x56’ x 8’ above mean sea level.

iv) Discharge and Head of raw water pump is 3500 LPM x 12 Mtr.

124

APPENDIX ‘A’

SCOPE OF WORK

The total requirement of filtration treatment plant has been worked out 4.54 MLD (1.00 MGD) for

water works at Hisar town. The scope of this tender includes all the works from CI pipeline from raw water pump to

inlet box and finally to the outlet of the filter house to clear water tank. All the components included in the scope of

work shall be designed and constructed for 4.54 MLD (1.00 MGD) of clear drinking water + losses in the filtration

unit (to be specified by the tenderer).

NOTE:

The losses in sludge removal, back washing of filters and the idling period for the filters for back

washing and general maintenance shall be as per Manual of water supply & treatment.

SCOPE OF WORK SHALL INCLUDE

1. CI pipeline from existing raw water main / pump to inlet box of the water purification plant to CWT on

labour rate. The cost of excavation, laying, jointing, stringing, of D.I. pipe and jointing material, sluice

valves, DI specials, making necessary steel / masonry support to the pipeline.

2. Construction of inlet box, inlet channel with parshall flume for flow measurement to handle 4.54 MLD +

losses

3. Alum solution tanks and dozing equipment for 4.54 MLD capacity + losses, a lifting tackle for lifting of

alum and adequate room for storage of alum.

4. Flash mixer.

5. Construction of tapering floculator for handling 4.54 MLD of water + losses in one unit.

6. Construction of settling tank capable of handling 4.54 MLD of water + losses with necessary

arrangement for efficient sludge removal under hydraulic pressure from the bottom of tank from

minimum at three points suitably located and also capable of the independent operations. This settling

tank can be of one unit.

7. Construction of rapid filters box with connecting pipe in gallery etc. for 4.54 MLD clear water + losses.

8. Air Scour equipment

9. 1 No. RCC over head reservoir with capacity of at least 1% of plant capacity with sufficient height to

ensure sufficient wash back pressure at the under drainage system of filter box as prescribed in

Manual of Water supply and treatment. 2 No. horizontal centrifugal pumping sets ( 1 No. to act as

stand bye ) of suitable head and discharge to fill the over head reservoir in 2 hours including

construction of RCC sump for suction of the pump sets.

10. 1 No. RCC underground waste water tank of 2% of plant capacity with FSL below lowest invert level of

incoming waste water. 2 No. Non clog submersible sets (1 No. to act as stand bye set) of suitable

discharge and Head to empty the tank in 2 hours and should be able to discharge over the sand bed.

The suction & delivery pipe shall provided by the contractor and delivery pipe shall extend upto

sand bed. The suction and delivery pipe shall be of class LA ISI marked S&S DI pipe. The cost of

pipes, specials, laying, jointing, making necessary masonry / steel supports, sluice valves, non return

valves, foot valves, jointing material etc are included.

11. Two No. raised sand bed of 4MX4M for drying of sludge with proper under drainage system and

proper depth of graded filter media. The outlet from under drainage system should be able to dispose

125

off filtrate into the storage and sedimentation tank under gravity. The design of sand bed shall be

submitted by the contractor to Engineer-in-Charge for approval.

12. Connection of all the scour & sludge pits to the waste water tank with RCC pipes/ channel.

13. Chemical House

14. Conveyance of filtered water to clear water Reservoir

15. Dial type flow indicator for filtered water.

In addition to flow indicator; calibrated brass scale will also be fixed in respective components of

rapid sand filter.

16. Maintenance of plant for a period of one year after testing and running the same successfully for two

months.

17. In case during the maintenance of the plant it is observed that the functioning of the any of the

component is not as per satisfaction of the Engineer-in-Charge then the necessary changes in the

component will be done by the contractor at his own cost without claiming any thing extra.

The detailed specification of various units are as under :-

1. DI pipeline from existing raw water main /pump to inlet box.

The laying of DI pipeline from existing raw water main / pump to inlet box is included in

the scope of work. The material should be of the specification as given below :- (The D.I. pipe will be

supplied by the department free of cost)

i) DI pipe shall be of ISI marked class K9 S&S of sufficient size so that velocity of flow in the pipe is not

more than 1.5 M per second.

ii) All DI specials shall conform to relevant ISI specification, ISI mark sluice valves & excavation, laying,

jointing, stringing and refilling as per PWD specification.

iii) Necessary steel/masonry supports to the pipeline required as per site condition as approved by the

Engineer-in-Charge.

2. INLET BOX & INLET CHANNEL

a) Inlet Box

The construction of one number RCC inlet box of suitable height above ground level and capable

of handling 4.54 MLD of water plus losses and shall be provided with :-

i) An inlet puddle collar of suitable dia not less than the dia of carrier pipe of raw water for connecting

pumping main from raw water pump house. All pipes, specials, valves for connections pumping main

to above puddle collar are included in this scope of work. All pipes shall be of D.I class K9 S&S as per

IS 8329-2000 with upto date amendments & DI specials should conform to IS 9523-2000 with upto

date amendments & DI sluice valves should be PN 1-6 as per IS 14846/2000 with upto date

amendments.

ii) A weir for over flow into the inlet channel leading to floculators.

iii) A minimum free board of 0.61 Mtr. (2 feet) shall be provided above water level in the inlet box.

iv) The box shall be provided with a 0.6 Mtr. (2 feet) wide RCC walk way, with railing around inlet box and

on one side of inlet channel. The railing shall be of the specification mentioned clause No. 32 of

Appendix ‘B’ of this NIT.

v) Detention period will be kept 40 seconds to create steeling effect.

vi) Puddle collars/ D.I. tale piece flanged spigoted of required size shall be provided by the Contractor.

126

b) Inlet channel

Inlet box shall be followed by RCC inlet channel of adequate carrying capacity including

construction of parshall flume for flow measurement capable of handling 4.54 MLD + losses. The

parshall flume with free board of 0.60 Mtr. and calibrated brass scale to indicate the water depth &

discharge is to be provided alongwith an approach ladder for inspection and maintenance purposes. This

inlet channel shall be followed by distribution point in case of two units and in case of single unit not

required, and suitable connection to the rapid mixing device of capacity 4.54 MLD + losses.

3. ALUM SOLUTION AND FEEDING ARRANGEMENT

i) Alum solution RCC tanks, properly designed and lined with corrosive resistance lining shall be

constructed by the contractor in the chemical house on a raised platform, to allow gravity feeding into

the flash mixer, alongwith suitable feeding arrangement. Three nos. alum solution tanks each of 8

hours capacity with design based on 5% solution for 25 PPM dosing and design with 10% solution for

50 PPM dosing.

ii) The tanks shall also be provided with suitable scour and drainage arrangement of DI/PVC/GI class ‘B’

pipe upto 2 M from the wall of the mixer with suitable ISI marked PVC valve as per relevant

specification.

iii) The agitators shall be stainless steel driven with electric motor. The feed piping should not criss cross

and shall be of ISI marked PVC heavy duty class 15. The operating valves etc. shall be of a material

not affected by the chemicals.

iv) Free board will be kept as 0.30 M.

v) Inlet water supply line of ISI marked GI pipe class B as per design shall be laid from over head wash

water tank to Alum Solution tank.

vi) A lifting tackle for lifting the chemicals to the elevated tanks should be provided. Each tank should

have a platform which should be at least 0.75 m wide to allow the working sufficient space for handling

the chemicals and preparing the solution; wherever necessary the platforms should have railings upto

a minimum height of 0.75 m. The platforms should be located at an elevation to have clear headroom

of 2.0 m from the ceiling. The top of the solution tank should not be higher than 1.0m from the floor of

the platforms.

vii) The chemical store room should be damp proof construction, properly drained for at least 3 months

storage capacity for chemical. The stack height shall not exceed 2 Metre. One 100 kg. weighing

machine plate form type shall be provided.

4. FLASH MIXER

(i) For rapid mixing and uniform dispersion of coagulant through-out the mass of water, a flash mixer of

detention period of 60 seconds to handle 4.54 MLD of water plus losses and with paddles provided as per

I.S. specification i.e. M.S. section of 4mm thickness with PVC coating mounted on vertical shaft with an

electric motor as per clause 7.4.2.2 of Manual Water supply and treatment.

(ii) Free board shall be kept as 0.30 m

(iii) The walls of the flash mixer shall be RCC and suitably designed to

prevent any leakage, vortex formation and short circuiting, suitable

127

scouring arrangement shall be provided at the base of the chamber with

necessary slope towards scour outlet provided to the floor.

(iv) A minimum of 1.00M (3.28 feet) wide RCC walkway with railing on both sides shall be provided all sides of

flash mixer for inspection and maintenance purposes. The railing shall be of specification mentioned in

clause No. 32 of Appendix B.

(v) 100mm i/d ISI marked D.I. pipe with sluice valve of reputed make alongwith brick masonry covered sluice

valve haudi of suitable size with RCC slab and manhole cover shall be provided upto 2 M outside the wall

of the flash mixer for scour with a chamber for trouble free drainage of sludge.

5. CLARI FLOCCULATORS

To ensure maximum economy in the input of power and to reduce possible shearing of particles

after floc formation, one set of tapered flocculators based on the concept of "G" in a tank is proposed.

The value of “G” adopted in the 3 tanks shall be as per provision of Manual of Water supply and

treatment as per clause 7.4.3.2 under the sub head (2) Mechanical type flocculator.

The above stated velocity gradient shall be maintained in the flocculators chamber by providing

suitably designed M.S. paddles of minimum 6mm thickness with vertical shaft of stainless steel and run

by electric motors. Suitable arrangement shall be provided to break vortex formation and also to avoid

any possible dead pockets and short-circuiting in these flocculator chambers. The walls of the flocculator

chambers shall be of RCC and suitably designed to prevent any breakage and will be water tight.

Common RCC walls between the three flocculating chamber shall be provided with suitably designed

perforations and suitable scouring arrangements shall be provided to the floor.

A minimum of 1.00 M (3.28 feet) wide RCC walk way with railing on both sides shall be

provided in the middle of the flocculation chamber for inspection and maintenance purposes. Railing

shall be of specification mentioned at clause No. 32 of appendix B.

150mm i/d D.I. Pipe with sluice valve of reputed make alongwith brick masonry sluice valve haudi of

suitable size with RCC slab and manhole cover shall be provided and scouring & drainage pipe will terminate at 2

M outside the wall of flocculator. Floor of flocculator shall slope @ 10 % towards central sludge pit.

6. CLARIFIERS / SETTLING TANKS;-

(i) One no. horizontal settling tank having longitudinal flow of suitable size and capable of handling

of 4.54 MLD of water plus losses shall follow the flocculators. This shall be designed for a maximum

surface loading of 30 to 40 M3 /d/M

2. This shall be capable of removing maximum possible turbidity.

The contractor shall submit complete design factors considered. The detention period may be kept as 2

hours. The depth of tank with length/width ratio shall be as per 7.5.5 of Manual of Water supply and

treatment.

(ii) Inlet from the flocculator to the settling tank shall be influent channel with submerged orifices in inside

channel wall as described in Manual of water supply and treatment.

(iii) The mean flow velocity through opening be maintained as 0.2 to 0.3 m/sec.

128

(iv) Suitably designed submerged outlet launders on suitable supports shall be provided in the settling tank

extending upto maximum about 40% the length of the tank. These launders shall be provided with

adjustable fibre glass weir to asses loading when the tank is being filled or emptied. Depth of water over

weir shall be 6mm minimum. Loading may, range upto 300 cum/mtr./day.

(v) All launders shall terminate into a single channel perpendicular to the flow of water in the settling tanks and

the same channel shall serve as feeding channel for the filter beds.

(vi) The floor of the settling tanks shall slope about 10% from the sides towards longitudinal central

line adopting a longitudinal slope of at least 5% from the shallow outlet end towards deeper inlet area

where the drain is normally laid having 3 Nos. sludge discharge pits with 200 mm dia pipe.

(vii) A minimum of 1.00 M wide RCC walk way with railing as specified in clause No. 32 of appendix B on both

sides shall be provided on both the walls of the settling tanks for inspection and maintenance purposes.

(viii) 200mm i/d 3 Nos. D.I. pipes class K9 scour lines with sluice valve alongwith sluice valve houdies of

suitable size with Rcc slab and manhole cover will be provided upto 2 M beyond wall of settling tank for

sludge removal.

(ix) Sludge removal shall be very efficient and proper slope will be given for draining out it under hydrostatic

pressure of standing water in settling tank. No sludge should be deposited in bed of settling tank

otherwise design will be treated as improper and penal clauses can be imposed.

7. FILTER HOUSE

(i) A minimum of 4 units be provided which can be reduced to 2 Nos. units for smaller plants of total capacity

4.54 MLD plus losses located in a single row and fed from a common feed channel. There should be

suitable arrangement for isolation of a single filter bed. However the contractor may suggest any

modification if it shall promote efficiency and economy.

The filter house shall also include the provision of adequately wide pipe gallery on one side and provision

of adequate space for housing air blowers.

(ii) Each filter shall be designed for a normal filtration rate of 6.00 m3/sqm/hr with provision of overloading up

to 25% for emergent occasion through inlet and outlet control valves.

(iii) The filter media shall consist of suitably graded best quality of gravel and sand. The top layers filter media

will confirm to 7.6.3.6 & gravel will conform to 7.6.3.10 of manual of w/s and treatment and will be 75cm

and 50cm in depth respectively.

(iv) The under drain shall be of ISI marked PVC class 15 pipe provided with a single row of suitably designed

holes, alternatively staggered at an angle of 60 to vertical at the bottom for air and water flow. The

contractor can however offer any other type of under drainage system if it is better in performance and

result in economy. The ratio of total area of perforation to the entire filter area should be about 0.3%. The

cross section area of manifold should be 1.5 to 2 times of the total area of laterals.

(v) A manual system of operation for the inlet and outlet valves, air scour valves, drain valves shall be

provided and all these sluice valves shall be operatable with the hand wheels provided at the level of walk

way / working platform over the pipe gallery.

(vi) The valves to be provided in pipe gallery shall be of kirloskar/IVC/VAG make and rest of the valves shall

be ISI marked.

(vii) A minimum of 1.00m wide RCC walk way with railing as per specification given in the clause No. 32 of

Appendix B shall be provided all around the individual filter beds and a minimum of 2.25M wide operating

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platform and 1.00 M wide walkway over clear water channel in pipe gallery shall be provided for

maintenance and inspection purposes.

All walk ways and operating plate form for the filter house shall be provided with kota stone of proper

specification to the full satisfaction of the Engineer-in-charge.

(viii) All required pipe connection are to be provided by the contractor. All pipes in the pipe gallery shall be of

D.I.

(ix) Flow indicator shall be provided over each filter unit. The independent weir should be provided and no part

of launders or outflow channel should be used as a weir.

(x) Filters are also required to be provided with loss of head indicators.

(xi) Filter shall be of RCC construction, suitably designed RCC roof is to be provided both over the

filter box and the pipe gallery. Walkway around the filters and stair case shall be provided with

suitable railing as per specification given in clause No. 32 of Appendix B.

(xii) Exhaust fans shall be provided at roof level in the Alum store and at floor level in the chlorination

room for ventilation.

xiii) Where filter are located on both sides of the pipe gallery, the ratio of Length /Breadth of filter box should be

taken 1.25 to 1.33.

(xiv) Width of gallery shall be kept as 4.00M from the outer face of filter wall to the inner face of masonry wall

and the width of operating platform above pipe gallery shall not be less than 2.25M. Floor of pipe gallery

will be of RCC/PCC.

(xv) Clear water channel shall be left 2.00M outside the wall of the building.

(xvi) G.I. pipe ISI marked medium quality shall be used for air wash.

(xvii) The standing depth of water over filter shall be 1.25 M. Minimum free board shall be 0.5 M. A minimum

overall depth of 3.10 M including free board of 0.5 M is adopted.

8. AIR SCOUR EQUIPMENT

One no. twin rotary air blower run by electric motor mounted on common base plate to supply

compressed air @ 0.35 kg/Cm2

to the filter at 0.6 mtr. per minute / metre square of free air. Another complete

blower of the same capacity shall be provided as stand bye, blower can be of Everest/ Shankara make.

9. Over Head Reservoir FOR BACK WASHING OF FILTERS

The construction of RCC Over Head Reservoir above filter house is included in the scope of this

tender. The capacity of Over Head Reservoir shall be 1.5 % of plant capacity.

The contractor shall provide inlet, outlet, scour, over flow pipes for this tank. The cost of pipes &

specials including its fixing is included in scope of work. The cost of providing horizontal centrifugal pump having

suitable discharge and head with suitable 3 phase induction motor to fill the Over Head Reservior in maximum 2

hours & One No. pumping set of same capacity to act as stand bye, proper RCC sump for suction is also included

in scope of work. All the DI connecting pipes, specials, valves, Electrical control panel (comprising of starter, main

switch, volt metre, Amp. Metre, capacitor and wiring complete in all respect), wiring from existing electric

connection to electric control panel for motor with proper brick masonry enclosure to house to duplicate pump set

& electric penal are included in scope of work. The vertical pipes to be fixed in the Over Head Reservoir shall be

Double flanged DI pipe ISI marked Class B as per IS-7181 with upto date amendments & the horizontal DI pipes

shall be ISI marked class K9 S&S pipe conforming to IS-9523-2000 with upto date amendments. 1 No. aluminum

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ladder 0.45 M wide with 32mm dia horizontal members space at 0.30 M centre to centre with sides supports of

aluminum channel section 75mm x 50mm x 4mm inside the Over Head Back Water tank & MS ladder outside shall

be provided.

10. RCC UNDERGROUND WASTE WATER TANK

i) 1 No. RCC underground waste back wash water tank to collect back wash water from filter unit

having capacity of 2% of the plant capacity. The design of the RCC tank will be submitted by the

contractor. The bed of the tank should slope towards the sump in bed of size 2’x2’ x1.5’ to

facilitate suction.

ii) 1 No. non clog submersible pump set of KSB/Kishore make of suitable discharge and Head and

1No. pumping set of the same capacity to act as stand bye to empty the tank in not more than 2

hours. The delivery of the pump shall be of CI pipe & shall extend upto sand bed. All the suction

& delivery pipes, sluice valves, non return valve, CI specials, foot valve are included in scope of

work.

iii) The provision for electric control panel (comprising of starter, main switch, volt metre, Amp.

Metre, capacitor and wiring complete in all respect) for submersible non clog pump set alongwith

electric cable/ wiring from existing electric mains to electric control panel and the brick masonry

enclosure to house the duplicate pump sets and electric control panel are included in the scope of

work.

11. SAND BED

2 No. raised sludge drawing bed 4 M x 4 M for drying of sludge pumped on it from waste

water tank with proper drainage system. The outlet of under drainage system should be able to dispose

off filtrate into the storage & sedimentation tank under gravity through open brick masonry rectangular

channel of suitable cross-section to be approved by the Engineer-in-Charge having 9” thick side wall 50

mm thick topping of cc 1:2:4 in bed laid over 75 mm thick cc 1:4:8. Dried up sludge shall be removed

from sand bed and be disposed off in low lying area outside the Water works manually.

12. CHEMICAL HOUSE:- The chemical house include the following provisions:-

i) Storage space of minimum 15-day’s capacity of chemical (separately with maximum dozes) and stacking

height 1.8 meters and 25% extra for moving weight machine.

Separate room of 10 sqm for chlorinator.

iii) Office cum laboratory of at least 20 M2 on first floor.

iv) Solution preparatory tanks, solution feed tanks for feeding at a constant heads, with adjustable for uniform

application according to the flow.

v) The over all carpet area of ground floor and first floor of the store, laboratory, chemical house, office etc.

shall not be less than 20 sqm (or 100 sqm.).

vi) A porch of suitable size to House atleast 1 vehicle shall be constructed at the entrance of the filter house.

vii) All gaseous chlorinator of capacity 100 Kg complete in all respect with proper feeding system of 4 No.

spare cylinders of 100 Kg each for gaseous chlorine duly filled are to be supplied.

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In the laboratory room, top of flooring & working slab should be kota stone with granite finish

alongwith one wall with glazed tiles, stainless steel sink 450mm X 600 mm and CP water tap shall be

provided. 2 nos. Almirahs with flush door shutter shall also be provided.

13. OTHER COMPONENTS

Connections of sludge removal pits of different components of filtration plants shall be connected

to the waste water tank with RCC pipe/ channel of suitable size. The RCC pipe will be NP2 ISI marked

as per relevant specification and will be laid as per PWD specification. The RCC channel shall be

constructed as per PWD. Specification. The size of the RCC pipe/ channel will be approved by the

Engineer-in-Charge.

14. The steel bar embedded plastic steps shall be provided in staggered form with vertical distance

0.30m in all the different components of rapid sand filter i.e. flash mixer, flocculator, settling tank, filter

box and Waste Back Wash Water Tank. Two No. Aluminum ladders should be provided in filter.

15. CONVEYANCE OF FILTER WATER TO CLEAN WATER RESERVOIR

Though the construction of clear water reservoir is not included in the scope of this tender.

The outlet of the filter box should be designed in a way that the clear water flows into the clear water

tank under gravity. F.S.L. of the clear water reservoir is 708.10_ft. above MSL. The cost of making

connection from outlet of the filter unit to the clear water tank including cost of excavation, laying,

jointing material, ISI marked CI specials & sluice valves, stringing and jointing are included in the scope

of work. The CI pipe shall be ISI marked class K9 S&S as per relevant ISI specification. The CI/DI pipes

will be supplied by the department free of cost.

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14. Contractors are at liberty to test the raw water samples before submitting their design and

quotation.

15. Guarantee for standard of purification

The contractor shall ensure that the treated water conforms to the standard for drinking water laid down in

clause No. 7.8.2 in the manual of water supply and treatment C.P.H.E.E.O (latest edition, May, 1999).

a) The filtrate should be clear with the turbidity of 1 NTU or less.

b) The filtrate should be free from colour (with 3 or less on the cobalt scale).

c) The filter runs should normally not less than 24 hours with a loss of head not exceeding 2 m.

d) The wash water consumption should not exceed 2 per cent of the quantity filtered in between washing.

He shall also give guarantee as detailed in schedule No.III.

16 CIVIL ENGINEERING WORKS

Design of filter plant shall be govern by manual of Water Supply and Treatment of latest edition,

May 1999, published by CPHEEO of Govt. of India. Any technical parameters not mentioned in the NIT

shall only be as per this manual. All flooring of office block, walk ways, gallery etc. shall be of kota

stone.

All water retaining structure shall be designed in conformity with IS 3370 while the other structure shall be

designed according to IS 456 with their latest amendments.

All cement concrete 1:2:4 and R.C.C. 1:2:4 and 1:1, ½:3 shall be poured by mixing in a mechanical mixer,

and compacted with vibrator which will be arranged by the contractor himself at his own cost. Only steel shuttering

would be used for concrete work. No hand mixed cement concrete will be allowed.

The Engineer-in-charge may require a reasonable number of test blocks to be made of the concrete during

the progress of the work. Not less than three standard specimens shall be made for each test. Specimen shall be

poured under field conditions. If the specimen fails to comply with the requirements set out in IS 456, the Engineer-

in-charge will have the right to order the demolition of such work as he may think to have been carried out in weak

concrete at the cost of the contractor and no payment shall be made for the faulty construction. The method of

making cube test shall be according to as given in IS 456 - 2000, read with IS 516-1959. Sampling strength of

concrete shall be in accordance with relevant clause of IS 456-2000 with upto date amendments.

The Engineer -in--charge shall have the right to order the test of any material mixed into concrete or

reinforced cement concrete to determine their suitability for the purpose. In the event of the material

being found unsuitable cost of all tests mentioned above shall be borne by the contractor and the faulty

materials shall have to be removed from the site of the work by the contractor at his own cost within the

period specified by the Engineer -in-charge .The result of the tests shall not be questionable by the

contractor.

The Engineer-in-charge shall have the right to order any change in the sizes of the structural members of

the building or structures considered by him to be deficient at all times during the construction of the

building or structure and no extra payment will be made to the contractor on this account . Floor

thickness of slabs resting on ground but not subject to any stresses in case of water retaining structure

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shall be minimum 125 mm. Foundations for the load bearing members shall be taken ,minimum 600

mm below ground level . For all CC or masonry works under or in contact with the water are required to

be waterproof. The PWD specification (as applicable to Haryana 1990) will be applicable in general. All

reinforcement shall be designed in accordance with IS 456 and IS 3370 and steel to be used in

reinforcement shall be tested.

17. DESIGN AND STABILITY OF STRUCTURES

a) All hydraulic structures must be designed as per best standard practice. However the hydraulic

design of the various units shall be with due regards to the recommendation in the Manual of Water

Supply and Treatment (latest edition, May 1999) published by the ministry of works and housing, New

Delhi.

b) The design factors shall be clearly mentioned in the tender by the contractor.

c) The responsibility of efficiency of the plant to give water of desired quality as per 7.8.2 in manual

on water supply and treatment (latest edition may 1999) and stability of the structure shall entirely be of

the contractor.

d) WATER

All water to be used on the work shall be clear fresh water to be obtained from a source to be

approved by the Engineer -in-charge. It shall be entirely free from brackish salts, alkalies, acid, mineral

impurities and conform to IS 456-2000 and shall be stored and carried in clear tanks and vessels. The

contractor shall provide at his own expense at all time supply of water for all purposes to the full

satisfaction of the Engineer-in-charge and shall pay all charges, in case of government water supply.

e) CEMENT CONCRETE

All mixes shall be as per IS 456-2000 with latest amendments and IS 3370- 1965 (part I to IV latest

addition). In the reinforcement cement concrete for water retaining structures, the grade of cement

concrete shall be M-20 including top slab (roof) of the plant.

f) MODE OF CONSTRUCTIONS

The RCC shall be cast monolithic with supporting beams. Steel shuttering and forms must be

substantial and of unyielding built to correct dimensions and water tight to the entire satisfaction of the

Engineer -in-charge so as to preserve the concrete from damage or distortion during setting. All

reinforcement shall be as per detailed drawings and calculations duly approved by the superintending

Engineer. The contractor shall be responsible for the accurate fixing of the reinforcement and shall not

place any concrete until the reinforcement has been inspected in position and approved by the Engineer-

in-charge. The contractor shall take full precaution to prevent the displacement of reinforcement during

concreting.

g) Test for water tightness of the structure:

The complete plant shall be absolutely water tight. No sweating shall take place after a period of 20 days of

the tank being filled upto the full supply level and kept so full during the above period. The maximum fall in the

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water level including that occasioned evaporation shall not be more than 6mm after 48 hours during the winter

and 12mm during the summer.

h) Wherever, a reference to any Indian standard appearing in this schedule, it shall be taken to mean the latest

version of the standard on the date of call of tenders.

i) The specification of the hand book of the PWD specification 1990 relevant to the various materials and workmanship shall

apply and shall be read as a part of this NIT.

In case of any material and workmanship not desired in this NIT, the relevant specification in the above mentioned hand book

shall apply thereto.

18. PIPES, VALVES ETC.

Cast iron wall sleeves shall be installed for pipes passing through walls, floors except where

otherwise required by the Engineer -in -charge. Floor and ceiling plates, securely fastened, shall be

furnished and installed where ever pipes pass through the floors, where opening are left in floors, they

shall be closed and neatly finished to conform to existing masonry surfaces after installation of the pipes

and before placing plates.

All structural steel work shall receive one shop coat and two field finished coat of bitumistic paint of

approved quality. Operation level of sluice valve filters shall be operated from operation platform.

19) STORAGE OF MATERIALS

All materials, supplies, machinery or equipment, which may be exposed to weather, shall be

suitably protected by the contractor at his own cost to the satisfaction of the Engineer-in- charge. The

contractor shall furnish all labour, materials, power, light, fuel, water, tools, appliances, equipment,

supplies and other means of construction necessary for proper performing and completing the work (civil

and mechanical) to the entire satisfaction of the Engineer -in- charge.

20) CONSIDERATION FOR CONTRACT

a) The contract price payable to the contractor will be consideration of all and every description of item done,

executed, performed in and about and incidental to such installation, described or mentioned in this

specification or intended so as to be, whether if same shall be incidental or necessary to the ultimate

completion or only for the temporary purposes of the said installation or be required for the carrying out of

each precautions as the Engineer-in-charge may require or set out the condition of the contract as on

tender from mentioned in Para-4 of this notice. The installation covered by the contract shall include the

complete work as in Appendix - A.

The contractor shall supply alongwith the tender detailed specifications, drawing, literature,

catalogues, service manuals etc. of units offered. All the information that is necessary concerning

satisfactory erection, operation and maintenance of the equipments shall be provided by the tenderer.

The successful contractor shall submit the following within 60 days of acceptance of tender by the

department.

b) 5 sets of dimensioned, sectional drawings giving complete details of works as given in Appendix ‘A’ with

full specifications.

c) Three sets of sectional drawing and catalogues and services manuals of the units, etc. describing every

working part, giving part numbers so as to facilitate ordering spares later on. All the information that is

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necessary concerning satisfactory erection. Operation and maintenance of equipment including those

for controls must be supplied well in advance for commencement of work.

NOTE Submission of design data & the drawings shall not absolve the successful tenderer of their

responsibility for the correctness, accuracy, workability, and soundness of their proposals, for

which they shall be solely responsible, design shall be submitted in 60 days after allotment of work

to the agency.

The contractor shall state clearly:-

a) The expected yearly operating cost of the plant consisting of charges of the staff to be employed

and consumption of electricity, oil, grease, cotton, waste water etc.

b) The estimated yearly cost of replacement and repair.

c) Approximate life of the plant.

21. INTERFERENCE WITH OR DAMAGE TO BUILDINGS

The contractor shall not cause any interference with the work of any other contractor if engaged on the

water works in which the plant is to be provided and shall take all the precautions to prevent his works

people from causing damage to the structure or equipment of the said water works while in course of

constructing operating and testing the plant.

22. SERVICE OF NOTICES OR ORDER TO THE CONTRACTOR

All notices or orders to the contractor required to be given in writing may be recorded in the order

book to be kept at site of work. Writing of any notice or order in site order book shall be deemed good

and sufficient notice to the contractor.

23. REJECTED MATERIALS,FITTINGS AND PLANTS

Any materials including that required for civil works, or articles, fittings, or plant delivered to the site of the installation by or

under the orders of the contractors which the Engineer-in-charge finds to be unsuitable or of a specification of description

inferior in his opinion to that required for the purpose of installation shall not be used there on, but shall be removed by the

contractor at his own expense and charges from the site of installation within 48 hours of notice to that effect in writing by the

Engineer-in-charge or his representative to the contractor.

24. PUMPING AND DEWATERING

The contractor shall at his own cost and charges at all times during the period of contract, provide and

maintain in good working order and repair and shall operate by day and night an adequate number of

pumping plants and equipments with all accessories of suitable capacity and design to the full satisfaction

of Engineer-in-charge and shall keep the trenches and other excavation clear of all water to the extent,

necessary in the opinion of the engineer-in-charge for the proper, construction of the work. He shall also

keep the surface of the sub soil water level in the excavation lowered to a sufficient extent at all times and

shall provide and construct all drains and channels required to enable the work to be completed in a

proper and sound manner to the satisfaction of the Engineer-in-charge. The lump sum rate should include

the cost of dewatering also, if required and nothing extra will be payable for the same. The provisional

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maintenance, repair and operation of all pumping arrangements and all others works for keeping

down sub soil water level and disposal of such water in a manner to be approved by the Engineer-in-

charge shall be deemed to be temporary work incidental to the construction work. The full cost thereof

are include in lump sum price of the contract and no other payment shall be made to the contractor in

respect of any works he may carry out or expenditure he may incur in compliance with terms and

conditions of this clause.

25) CLAIM FOR EXTRA ETC.

Not with standing anything contained in the conditions of the contract ,no payment shall be made of any

charge in respect of any extras, additions , substitution or deviations unless the instructions and direction

for the carrying out their of, shall have been given in writing by the Engineer-in-charge under his own

signature, not unless such instruction shall distinctly state that the matter thereof is to be subject to an

extra or varied charges, not unless the claim in respect thereof shall be made in writing to the Engineer-

in-charge by the contractor within 7 days of the date of receipt of orders by the letter to carryout the

work..

26) RAILWAY FREIGHT CARRAIAGE INSURANCE, CUSTOMS, TERMINAL TAX AND ALL CHARGES

CONTINGENT TO THE WORK

The contact price payable for the installation shall be inclusive for the complete adequate number of

pumping plants and equipments with all accessories of suitable capacity and installation delivered,

erected at site, tested and handed over in proper running. All railway freight, charges, insurance, customs

duty, terminal tax, octroi and other charges contingent thereto for the work to be covered by the contract

price for the installation shall be borne by the contractor.

27) REMOVAL OF DEFECTIVE WORK AT THE COST OF CONTRACTOR.

In the event of defective work found during the time of final test shall also continue to operate, run,

maintain and test the installation for such further period as may be required by the Engineer-in-charge

until the Engineer-in-charge is satisfied that the installation has been completed in all respects in

conformity with the contractor's tender, the contract specification, drawings and contractor guarantee of

performance. During the whole period of operation, running, maintenance and testing of the installation

by the contractor, the electric power, water supply, fuel oil and lubrication materials for the operation and

running of the installation shall be provided by the deptt. at it's own expense, but the contractor shall

remove all defects , provide all spare parts, required and carry out all alternations ,amendments,

replacements and other rectification work necessary to satisfy the Engineer-in-charge in all respects at his

own charges which shall be recovered from the lump sump amount of the contract payable to the

contractor . At the end, the complete works shall be handed over to the Engineer-in-charge in full and

proper working order in all respect.

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28) EMPLOYMENT OF COMPETENT STAFF

The successful contractor shall employ for the work a competent Engineer and experienced staff with

sufficient number of skilled labour for proper execution of the scheme.

29) IMPORT LICENCE

Import licence, if required, will have to be arranged by the successful contractor himself and this is solely

his responsibility.

30) FORIEGN EXCHANGE

No foreign exchange shall be made available for this project and the contractor will have to make

his own arrangements if required, for the procurement of plant and machinery. However contractor will

submit to the department. A statement clarifying the amount of foreign exchange, if any, required.

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APPENDIX B

1. WATER

All water to be used for the work shall be clear fresh water to be obtained from a source to be approved by

the Engineer-In-Charge. It shall be entirely free from brackish salts, alkalies, acids, minerals, impurities and

confirm to IS 456-2000 and shall be stored and carried in clear tanks and vessels.

The contractor shall provide at his own expense at all time and ample supply of water for all

purposes to the full satisfaction of the Engineer-In-Charge and shall pay all charges for the supply of

water in case the water is arranged by the Department.

2 CEMENT CONCRETE

All mixes shall be as per IS 456- 2000 with latest amendments and IS 3370-1965 (part 1 to 4)

(latest edition). In the reinforced cement concrete the grade of cement concrete shall be M-20 including

top slab (roof) of the plant. The grade of cement concrete shall be M.15 for other cement concrete work.

All cement concrete used in RCC work shall be poured by mixing in a mechanical mixer

and shall be compacted with mechanically operated vibrators to be arranged by the contractor at his own

cost and charges.

The Engineer-in-charge may require a reasonable number of tests to be made on the concrete during the

progress of work, not less than 3 standard specimens shall be made for each test. The specimen shall be

cured under field conditions. The costs of testing shall be borne by the contractor.

If the specimen fails to comply with the requirements set out in I.S. 456 above, the Engineer-in-charge

will have the right to order the demolition such work as he may think have been carried in weak concrete

at the cost of the contractor and no payment shall be made for the faulty construction. The method of

making work cube test shall be according to that given in I.S. 456-2000 with latest amendments read with

I.S. 516-1959. The Engineer-in-charge shall have the right to order the test of any materials used in RCC

work to determine their suitability for the purpose. The cost of all such tests shall be borne by the

contractor. All the faulty materials so found shall be removed from the site of work by the contractor at

his own cost within the period specified by the Engineer-in-charge.

2 a) CEMENT :

All the cement shall be procured by the contt. At his own cost conforming to ISI mark OPC/PPC

cement as per ISI No. 8112 packed in conventional or HDPE. Bag of 50 kg each bag should bear ISI

certificate marked grade- 43. All cement used in reinforcement shall be tested and report submitted for

examination/approval of the Engineer-in-Charge.

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3 STEEL

All steel used in the reinforcement shall be in accordance with IS 456-2000 with latest

amendments and IS 3370 (Part I&II) 1965 with latest amendments and Tor-steel as per IS 1785-1966

with latest amendments. All steel used in the reinforcement shall be tested and test report submitted for

the examination/ approval to the Engineer-in-charge.

4 MODE OF CONSTRUCTION

The R.C.C. shall be cast monolithic with supporting beams steel shuttering and forms must

be substantial and of unyielding built to correct dimensions and water tight to the entire satisfaction of the

Engineer-in-charge so as to preserve the concrete from damage or distortion during setting.

All reinforcement shall be as per detailed drawings and calculation duly approved by the

superintending Engineer. The contractor shall be responsible for the accurate fixing of the reinforcement and shall

not place any concrete until the reinforcement has been inspected in position and approved by the Engineer-in-

charge. The contractor shall take full precaution to prevent the displacement of reinforcement during concreting.

5 TEST FOR WATER TIGHTNESS OF THE STRUCTUR

The underground reservoir shall be absolutely watertight. No sweating shall take place

after a period of 20 days of the tank being filled upto the full supply level and kept to full during the

above period. The maximum fall in the water level including that occasioned evaporation shall not be

more than 6mm after 48 hours during the winter and 12mm during the summer.

6 Wherever, a reference to Indian standard appearing in this schedule, it shall be taken to mean the

latest version of the standard on the date of calling of tenders with latest amendments.

7 The specification of the handbook of the PWD specification 1990 relevant to the various

materials and workman ships shall apply and shall be read as a part of this NIT.

8. In case of any material and workmanship not described in this NIT the relevant

specification in the above mentioned handbook shall apply thereof.

9 The masonry in contact with water will not be done in less than that of 1:4 cements sand mortar

and masonry not in contact with water will not be done in less than that of 1:5 cement sand mortar.

10 Thickness of all the floor of water retaining structures not subjected to any structural forces

will not be less than 125mm.

11 Initial maintenance and supervision period will be two months which will include training of

departmental staff.

12 The areas of doors, windows and ventilators will not be less than 20% of the masonry wall

area not to be laid under the floors to facilitate the maintenance work and should be terminated at one

common point.

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13 Time Period 60 days period for submission of design, 15 days for

approval of design, 8 months for completion and 2 months

trial period.

14 Water for Construction Will be arranged by the contractor himself, if arranged by the

department recovery @ ½ % of total cost of agreement shall

be made from the contractor.

15 Water & consumable like

diesel, oil, power for trial run

for testing

Will be arranged by the deptt. free of cost.

16 3 phase Electric Power

Connection for construction

Will be arranged by deptt. & the installation & running

expenses will be recovered from the bill of the contractor as

per actual.

17 Reduction Gear Box Shall be of make radicon/Allroyd/ shanti/Greaves.

18 Motors shall be of make Kirloskar/Crompton/ABB.

19. Switch gears and other electric accessories voltmeter etc. shall be of make L&

T/Crompton/Havells/AE/Kay

20. Electric cable & wires shall be of Finolex/ Havells/National/Gloster/Suraj/Plaza.

21. Sluice valves other than in pipe gallery shall be ISI marked & those in the pipe

gallery shall be of IVC/ Kirloskar/VAG.

22. Panel Boards outside the building shall be provided with M.S. Shutter.

23. Main electric connection upto Boundary wall of water works provided by the deptt. & all wiring for various

pumps to be fixed in water works and filtration plant shall be provided by the contractor.

24. Capacitors of make Crompton Greaves shall be provided with each motor/starter & shall form part and

partial of panel board.

25. Inner walls of the buildings work shall be finished with 3 coats of white oil bound distemper and two coats of

snowcem on cement plaster on outer face.

26. For internal lighting one 40 w tube (Philips, anchor, GEC) for every 100 sqft. area &one bulb point for every

200 sft area shall be provided . 4 No. sodium vapour lamp of 500 w shall be provided on all four sides of

the purification plant.

27. Area of doors and windows shall be 20% of the covered area.

28. Pressed steel chowkhats of 14 gauge shall be provided for the doors & windows.

29. Shutter for door shall be paneled and glazed. These shutters shall be of 16 gauge M.S. sheet mounted on

angle iron.

30. Shutter for windows shall be of steel section and fully glazed, expended metal mesh shall be fixed on the

outer face of window and suitable grill shall be pr0vided in all the windows..

31. Specification for railing shall be angle iron frame of section 50 X 50 X 6 mm (90 cm height above top of

structure) vertical post spaced @ 120cm center to center & 3 No. horizontal members of class B 20mm i/d

GI pipe duly welded & fixed with nuts & bolts etc. The railing shall be painted with one coat primer and 2

coat good quality paint.

32. Railing shall be provided on the both side of walkways where there is no wall on the either side of walk way.

33. All steel component shall be given one coat of red oxide primer and two coats of finished paint of good

quality.

141

34. All cast iron pipes and fitting shall be given two coats bitumistic paint.

35. RCC outer face is not to be touched and to be left as per the pattern decided by engineer-in-charge.

36. All gaseous chlorinator of 100 kg. capacity complete in all respect with four numbers spare cylinders duly

filled are to be supplied.

37. The contractor shall fixed M.S. plates on each component of filtration plant showing the capacity, size etc.

38. The contractor shall supply and fixed flow diagram duly marked on wooden board duly painted of size 3’x4’.

39. Provision for stairs to reach top of the building and OHSR should be made.

40. Panel boards outside the building shall be provided with M.S. Shutter.

41. Main electric connection of water works will be provided by the department. The electric cable of

suitable size from HVPN G.O. switch H.T Metering panel at water works shall be provided by the

contractor and all wiring various pumps to be fixed in filtration plant shall be provided by the

contractor.

42. All cables from main panel board upto motors should be flexible copper cables of 1100 volts pass

through GI pipes Class B along floor / walls or through GI flexible pipe upto starter from starter

to motor.

43. Double mash earthing will be laid as per Indian electric rules for all motors, starters, panel board

main switch bus bar etc. and mesh is to be connected to earthing to be installed bus the contractor

with 2 Nos. GI earth pipe.

44. Oil filled capacitors of make Crompton Greaves / LT / seimans shall be provided with each motors

/ starters and shall from part and parcel of panel board.

45. For internal lighting one W tube (Philips, anchor, GEC) for every 100 Sqf. Area and one bulb for

every 200 Sqf. Area shall be provided.

46. Area of doors and windows shall be 20% of the covered area.

47. All the electric motors installed in open shall be fully cover to with the GRCA shell with locking

arrangement duly provided.

142

SCHEDULE NO. I

Schedule of lump-sum amount to be paid to the contractor for construction of civil works, plant

delivered, erected tested operated and run for a period at least two months and handed over to the Engineer-in-

Charge.

Item

No.

Short Description Lump-sum amount payable

for the work complete job

1. Providing and installing water purification plant of 4.54MLD

(1.00 MGD) capacity at water works Gangwa Road Hisar

Town comprising of labour for DI pipe from existing raw

water main / pump, inlet box, inlet channel, Alum dozing,

Flash mixing, Clari flocculator, Rectangular settling tank,

filter box, over head Reservoir for back wash including

pump sets and electric control panel, waste water tank

including pump sets & electric control panel, sluice valves,

DI pipes, DI specials, manhole covers, air scour

equipment, Chemical house including chlorination

equipment and arrangement of flow measurement and

sand bed complete in all respect as per NIT.

143

SCHEDULE No. II

Providing and installing water purification plant of 4.54 MLD (1.00 MGD) capacity

at water works Hisar Town comprising of labour for DI pipe from existing raw water

main / pump, inlet box, inlet channel, Alum dozing, Flash mixing, Clari flocculator,

Rectangular settling tank, filter box, over head Reservoir for back wash including

pump sets and electric control panel, waste water tank including pump sets &

electric control panel, sluice valves, DI pipes, DI specials, manhole covers, air

scour equipment, Chemical house including chlorination equipment and

arrangement of flow measurement and sand bed complete in all respect as per

NIT.

List and particulars of spare parts (with their prices to be supplied by

the contractor) sufficient for two years operation of the plant.

Item No. to be supplied Particulars

description

each item

Rate per Rs. Total cost to be

charged Rs.

1. For the plant capable of

supplying 4.54 MLD of

purification water

Total cost to be

charged by the

contractor for

the above spare

parts.

144

SCHEDULE NO. III

Providing and installing water purification plant of 4.54 MLD (1.00 MGD) capacity

at water works Hisar Town comprising of labour for DI pipe from existing raw

water main / pump, inlet box, inlet channel, Alum dozing, Flash mixing, Clari

flocculator, Rectangular settling tank, filter box, over head Reservoir for back

wash including pump sets and electric control panel, waste water tank including

pump sets & electric control panel, sluice valves, DI pipes, DI specials, manhole

covers, air scour equipment, Chemical house including chlorination equipment

and arrangement of flow measurement and sand bed complete in all respect as

per NIT.

a. We guarantee that the complete installation as above shall be noiseless in operation.

b. We guarantee all the equipment for one year against defective manufacturer, unsatisfactory performance,

erection and break down of the whole or part of the equipment. The above guarantee covers that the whole

plant or any part of item thereof found defective within a year from the date of operation after giving a

satisfactory running maintenance period of two months of the whole pant, shall be replaced by us free of cost.

c. We agree that the guarantee period of one year referred to above shall be reckoned from the date of expiry of

successful operation test of two months.

d. We guarantee that the following standards of purity and clarification of the raw water will be achieved by

treating the water in the plant.

i. The effluent from the pretreatment units a turbidity of not more than 10 PPM (unit N.T.U. scale ) when the raw

water obtained from the sedimentation tanks has a maximum turbidity of 500 parts per million.

ii. The effluent from the rapid filters shall not have a turbidity or more than 1.50 units N.T.U. scale when the raw

water obtained from the sedimentation tanks has maximum turbidity of 500 parts per million.

e. We guarantee that the hydraulic structure shall be structurally stable and sound and leak proof in all respect.

145

Schedule No. V

Providing and installing water purification plant of 4.54 MLD (1.00 MGD) capacity at water works

Hisar Town comprising of labour for DI pipe from existing raw water main / pump, inlet box, inlet

channel, Alum dozing, Flash mixing, Clari flocculator, Rectangular settling tank, filter box, over

head Reservoir for back wash including pump sets and electric control panel, waste water tank

including pump sets & electric control panel, sluice valves, DI pipes, DI specials, manhole covers,

air scour equipment, Chemical house including chlorination equipment and arrangement of flow

measurement complete in all respect as per NIT.

LIST OF CONTRACT DRAWINGS

Item No. Sheet No. Description

1 1 Site plan showing the position of pump chamber, storage

sedimentation tank, clear water tank and of the proposed

purification plant etc.

Note : The contractor should add to this list drawings submitted with his tender.

146

DESIGN CALCULATION FOR WATER PURIFICATION PLANT OF 4.54 MLD CAPACITY.

Average formation level at water

works

= 600.00’

Average ground level at water works = 597.00’

Spring level at water works = 588.50’

Bearing capacity =

FSL of clear water tank at water

works

= 598.25’ mtr

FSL of Filtration Plant at water

works.

= 599.00’

147

Schedule V

SCHEDULE OF PAYMENT

The payment shall be made as per the break up given below for each component of the

filter unit.

A. COMPONENTWISE BREAK UP OF PAYMENT FOR VARIOUS STRUCTURE

Sr.

No.

Description Civil work

(%age cost

of lump

sum

amount)

Mechanical &

Electrical

works (%age

cost of lump

sum amount)

Pipes,

valves etc.

(%age

cost of

lump sum

amount)

Total (%age

cost of lump

sum amount)

1 On approval of design and drawing 2

2 CI pipes, valves and

specials.

2 0 8 10

3 Inlet box 1 1 0 2

4 Inlet channel 1 1 0 2

5 Alum dozing tank 2 0 0 2

6 Flash mixer 1.5 0.5 0 2

7 Flocculator 5 1 0 6

8 Settling tank 25 0 0 25

9 Filter House 25 0 4 29

10 Air Scour

equipment

0.75 0.5 0.75 2

11 Over Head

Reservoir

3 1 2 6

12 Chemical House 2 4 0 6

13 Waste water tank 4 1 1 6

Total 10 15.75 100

B. STAGEWISE BREAK UP FOR PAYMENT

Sr.

No.

Description %age cost of

respective

component

1 Excavation 5

2 Foundation including RCC work 10

3 Complete Civil work 55

4 Complete inter connections including fixing of

pipes valves & electrical, mechanical parts.

15

5 Hydraulic testing 15

Total 100

148

Schedule No. (III)

ABSTRACT OF COST(Part I HSR Item)

Providing Independent water works at Azad Nagar, Gangwa Road Hisar Town. ”Designing,

Constructing, Testing, Commissioning, Operation and Maintenance of canal based water supply scheme

comprising of R.C.C NP2 pipe inlet channel, one no. Raw water storage and sedimentation tank, raw

water sump, clear water storage tank, clear water sump, Rapid sand filter plant 4.54 MLD (1MGD),

pump house, pumping machinery, rising mains, boundary wall etc. and all other works contingent there

to complete including Operation & Maintenance for 12 month during defect liability period after trial

run of 3 month & five year thereafter in Hisar Town complete in all respects “. (On Risk & Cost of M/S

Shiv Bhandar Construction Company, Hanumangarh)

Appx. Cost Rs. 774.25 lacs

Sr.

No.

HSR item Basic cost Present

premium

(%)

Amount due to

premium

DNIT amount

Sub No. 1 R.C.C Pipe Channel 600 mm i/d 100 Mtrs.

1 6.7

93 300% 279 372

2 10.39

1612 340% 5481 7093

3 10.41

616 340% 2094 2710

4 11.3

16304 400% 65216 81520

5 15.3

521 340% 1771 2292

6 15.5

762 340% 2591 3353

7 29.93

194600 0% 0 194600

214508 77432 291940

149

Sub No. 2 R.C.C S/S Tank of Size 861’x510’x10.

1 6.7 950640

300% 2851920 3802560

2 9.5

329100

225% 740475

1069575

3 10.38 + Note

V-e (2)

2788830 340% 9482022 12270852

4 10.67 3890750

340% 13228550

17119300

5 10.74 837655

340% 2848027

3685682

6 18.22 4952070 350% 17332245 22284315

13749045 46483239 60232284

Sub No. 3 2 Nos. section / scour well 8’x10’ each

1 6.7 466 300% 1398 1864

2 9.5

12616 225% 28386 41002

3 10.38 + Note V-e (2)

2113 340% 7184 9297

4 10.79 + Note V-e (2)

1257 340% 4273 5530

5 10.82

1197 340% 4070 5267

6 10.74

19906

340% 67680

87586

7 10.95 (a)

278

340% 945

1223

8 18.22

2751 350% 9629 12380

9 29.28

1620 100% 1620 3240

10 29.96

1200 - - 1200

43404 125185 168589

150

Sub No. 4 2 Nos. R.C.C CWT Size 83’x56’x8’ each

1 6.7

23300 300% 69900 93200

2 9.5

54850 225% 123412 178262

3 10.38 + Note

V-e (2)

69721 340% 237051 306772

4 10.67

169850

340% 577490

747340

5 10.82

109769 340% 373215 482984

6 10.74

119438

340% 406089

525527

7 18.22

458525 350% 1604838 2063363

8 29.94

9600 - - 9600

1015053 3391995 4407048

Sub No. 5 Pump Chamber

1 6.6 1385

350% 4847 6232

3 9.5 439

225% 988 1427

4 10.38 3360

340% 11424 14784

5 10.41 3078

340% 10465 13543

6 10.114 351

340% 1193 1544

7 10.82 17962

340% 61071 79033

8 10.86 3306

340% 11240 14546

9 10.87 4200 340% 14280 18480

151

10 11.3 6929

400% 27716 34645

11 11.8 19287

400% 77148 96435

12 13.13 6354

400% 25416 31770

13

13.45

a) 706

350% 2471 3177

14 13.47 73

350% 256 329

15 13.48 62

350% 217 279

16 13.50 25

200% 50 75

17 13.57 129

200% 258 387

18 14.1+ 14.25 12667

340% 43068 55735

19 14.26 3550

340% 12070 15620

20 15.6 2436

340% 8282 10718

21 15.52 1455

340% 4947 6402

22 15.60 990

340% 3366 4356

23

15.77

a) 1535

340% 5219 6754

24 16.48

275 125% 344 619

25 16.54

794 125% 992 1786

152

26 16.61 725 125% 906

1631

27 17.98

11900 - - 11900

28 17.100

26231 - - 26231

29 18.18

b)

3616 325% 11752 15368

30 18.22 22926

350% 80241 103167

31 18.34 572

325% 1860 2432

157318 422087 579405

Sub No. 6 Laying of pipe line at Head Works and distribution system

1 6.8

a)

8240 300% 24720 32960

b) i

1422 300% 4266 5688

ii)

1472 300% 4416 5888

iii)

1597 300% 4791 6388

iv)

1718 300% 5154 6872

2 10.39

2016 340% 6854 8870

3 10.41

616 340% 2094 2710

4 11.3

8152 400% 32608 40760

5 15.5

1905 340% 6477 8382

6 28.1

e) 328 250% 820 1148

i) 2620 250% 6550 9170

k) 1645 250% 4113 5758

7 28.3

e) 80 250% 200 280

i) 279 250% 698 977

153

k) 192 250% 480 672

8 28.6

e) 225 250% 563 788

i) 652 250% 1631 2283

k) 326 250% 815 1141

33485 107249 140734

Sub Work No7 Boundary wall

1 6.6 6649

350% 23271 29920

2 10.39 46357

340% 157614 203971

3 10.115 8052

340% 27377 35429

4 11.2 283284

400% 1133136 1416420

5 14.9 9608

340% 32667 42275

6 15.11 21375

340% 72675 94050

7 16.48 1875

125% 2344 4219

8 15.61 13875

340% 47175 61050

9 18.12 3121

325% 10143 13264

394196 1506402 190598

Sub Work No 8 Pucca Road and path

1 6.7

93

300% 279 372

2 10.39 4837

340% 16446 21283

3 10.41

1231

340% 4185 5416

4 11.3 + Note 815

400% 3260 4075

154

5 11.48 (a) 551

400% 2204 2755

6 10.32 9751

340% 33153 42904

17278

59527

76805

TOTAL

15624287 52173116 67797403

PART-II NON-

SCHEDULE

9626500 - - 9626500

G.TOTAL 25250787 - 52173116 77423903

Say, Rs. 774.25.00 lacs

EXECUTIVE ENGINEER