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PUBLIC HEALTH ENGINEERING DEPARTMENT PROVISION OF CLEAN & SAFE WATER FACILITY IN EXISTING COLLEGES Package-I (Faisalabad & Sahiwal) TENDER AND CONTRACT DOCUMENTS INVITATION FOR BIDS INSTRUCTION TO BIDDERS & BIDDING DATA FORM OF BID & SCHEDULES TO BID CONDITIONS OF CONTRACT & CONTRACT DATA STANDARD FORMS TECHNICAL SPECIFICATIONS CONCEPTUAL DRAWINGS PUBLIC HEALTH ENGINEERING DIVISION KASUR

TENDER AND CONTRACT DOCUMENTS - Punjab, Pakistan · firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Class contractor C-4 (Rs.200.000 millions) or above

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Page 1: TENDER AND CONTRACT DOCUMENTS - Punjab, Pakistan · firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Class contractor C-4 (Rs.200.000 millions) or above

PUBLIC HEALTH ENGINEERING DEPARTMENT

PROVISION OF CLEAN & SAFE WATER FACILITY INEXISTING COLLEGES

Package-I (Faisalabad & Sahiwal)

TENDER AND CONTRACT DOCUMENTS

INVITATION FOR BIDS

INSTRUCTION TO BIDDERS & BIDDING DATA

FORM OF BID & SCHEDULES TO BID

CONDITIONS OF CONTRACT & CONTRACT DATA

STANDARD FORMS

TECHNICAL SPECIFICATIONS

CONCEPTUAL DRAWINGS

PUBLIC HEALTH ENGINEERING DIVISION KASUR

Page 2: TENDER AND CONTRACT DOCUMENTS - Punjab, Pakistan · firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Class contractor C-4 (Rs.200.000 millions) or above

SUMMARY OF CONTENTS

Subject

(I) INVITATION FOR BIDS

(II) INSTRUCTIONS TO BIDDERS & BIDDING DATA

(III) FORM OF BID & SCHEDULES TO BID

(IV) CONDITIONS OF CONTRACT & CONTRACT DATA

(V) STANDARD FORMS

(VI) EMPLOYER`S SPECIFICATIONS.

Page 3: TENDER AND CONTRACT DOCUMENTS - Punjab, Pakistan · firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Class contractor C-4 (Rs.200.000 millions) or above

INVITATION FOR BIDS(Published in name of Newspaper and date)

TENDER NOTICESealed tenders / proposals are hereby invited from the technically and financially strong Contractors /

firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Class contractor C-4 (Rs.200.000millions) or above and have deposited their enlistment/ renewal fee for the current financial year 2019-20 and renewedwith P.E.C for the year 2019-20 in the relevant category and field of specialization (CE09, CE10, ME06, EE04, & EE06)to undertake the following project.

Sr.No.

Name of SchemeEstimated Cost

(in Million)T.S No. & Date

Provision of Clean & Safe Water Facility in ExistingColleges Vide C.E (N),

PHE Deptt:Lahore

No.438/P&-I,Dated:20/03/202

0

1. PACKAGE-I (Installation of Water Filtration Plants inDivision Faisalabad & Sahiwal)

Rs.120.099Million

2. PACKAGE-II (Installation of Water Filtration Plants inDivision Bahawalpur, D.G. Khan and Multan)

Rs.117.653Million

3. PACKAGE-III (Installation of Water Filtration Plants inDivision Sargodha, Rawalpindi, Gujranwala & Lahore)

Rs.122.800Million

The complete set of tender documents/ technical marks sheet containing detailed terms and conditions,method of procurement, procedure of submission of bids, bid security, bid validity, opening of bid, evaluation criteria,clarification/ rejection of bids, performance guarantee etc. for each project separately can be obtained from Head Clerk ofthis office on production of Tender Fee of Rs.10,000/- (non-refundable) for each project separately in the form ofCash/Pay Order/ Deposit at Call Receipt (CDR) in favor of Executive Engineer PHE Division Kasur.

The Single Stage-Two Envelope bidding procedure will be adopted as per PPRA Rules. The Bid shallbe Single Package consisting of Two separate envelopes containing separately the Technical and Financial proposalsaccompanied with Bid Security 5% of estimated amount in the form of Deposit at Call Receipt (CDR) issued from any ofthe scheduled bank in favor of Executive Engineer PHE Division Kasur in sealed envelope must be delivered to theOffice of Executive Engineer PHE Division House No-2 Abdul Shakoor Colony Club Road Kasur on or before20/04/2020 till 01:00 PM and the technical bids will be opened on the same day publicly on 2.00 P.M at same address inthe presence of Tender Opening Committee and bidder’s representatives, who opt to attend and whereas the financialbids will be sealed and held for opening after evaluation of technical bids from the competent authority. The Date ofopening of financial bids will be communicated through registered mail.

NOTE:1. As per Government of the Punjab Finance Department Notification No.RO(Tech) FDI 2/83(IV)(P),

dated:06.04.05 in case the total tenders amount is less than 5% of the approved estimate (DNIT) amount. Thelowest bidder will have to deposit an additional performance security from the scheduled Band equal to thetender amount below estimated cost within 15 days of issuance of notice or with expiry period of the bid,whichever is earlier.

2. As per PPRA Rule 2014, Serial No.56 Chapter-VIII, successful bidder has to furnish Performance Guaranteefrom any scheduled bank @5% (minimum) of the bid amount for the work mentioned above.

3. The tender received will not be processed for approval if funds are withdrawn or not release for any reason fromthe Government.

4. The BIDs received without bid security 5% of estimated amount in the shape of CDR will be rejected. 5. No court proceeding against the Technical marks evaluation committee will be allowed. The decision of the

committee will be final.

EXECUTIVE ENGINEER PUBLIC HEALTH ENGINEERING DIVISION

ABDUL SHAKOOR COLONY KASURPh.049-2771346, Email:[email protected]

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INSTRUCTIONS TO BIDDERS

Clause No. Description

A. GENERAL

IB.1 Scope of Bid IB.2 Source of FundsIB.3 Eligible BiddersIB.4 One Bid per BidderIB.5 Cost of BiddingIB.6 Site Visit

B. BIDDING DOCUMENTS

IB.7 Contents of Bidding DocumentsIB.8 Clarification of Bidding DocumentsIB.9 Amendment of Bidding Documents

C- PREPARATION OF BID

IB.10 Language of BidIB.11 Documents Comprising the BidIB.12 Sufficiency of BidIB.13 Forms of Bids and SchedulesIB.14 Bid Prices IB.15 Currencies of BidIB.16 Documents Establishing Bidder’s Eligibility and QualificationsIB.17 Documents Establishing Works Conformity to Bidding Documents IB.18 Bid SecurityIB.19 Validity of Bids, Format, Signing and Submission of Bid

D-SUBMISSION OF BID

IB.20 Deadline for Submission & Withdrawal of Bids

E. BID OPENING AND EVALUATION

IB.21 Technical Proposal Opening, Clarification and EvaluationIB.22 Financial Proposals Opening, Clarification and Evaluation

Technical Marks DistributionIB.23 Process to be confidential

F. AWARD OF CONTRACT

IB.24 Post QualificationIB.25 Award Criteria & Employers RightIB.26 Notification of Award & Signing of Contract AgreementIB.27 Performance SecurityIB.28 Integrity Pact

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INSTRUCTIONS TO BIDDERS

(Note: These Instructions to Bidders (IB) along with Bidding Data will not be part ofContract and will cease to have effect once the Contract is signed).

A. GENERAL

IB.1 Scope of Bid1.1 The Employer as defined in the Bidding Data hereinafter called “the Employer”

wishes to invite bids for the EPC (Engineering, Procurement and Construction)turnkey Contract for the following scope of works as described in these BiddingDocuments, and summarized in the Bidding Data hereinafter referred to as the“Works”.

“PROVISION OF CLEAN & SAFE WATER FACILITY IN EXISTING COLLEGES”(Package-I Faisalabad & Sahiwal)

Bidder shall prepare Proposal for Design, Supply, Installation, Testing andCommissioning of Water Filtration Plants as per required specifications.

Bidders must quote for the complete scope of work. Any Bid not quoting for completescope of work will be rejected as non-responsive, pursuant to Clause IB.22.2.

1.2 The successful bidder will be expected to complete the design and execution of theWorks within the time specified in Contract data.

IB.2 Source of Funds2.1 The Government of Punjab.

IB.3 Eligible Bidders3.1 This Invitation for Bids is open to all bidders meeting the following requirements:

a) Duly licensed by the Pakistan Engineering Council (PEC) in Category C3 orabove with appropriate/relevant field (CE09, CE10, ME06, EE04, & EE06).

b) Authorized dealers /distributors of renowned US/European Water FiltrationPlants having proven Water Filtration Plants expertise.

c) Registered with FBR, and any other Federal/Provincial or Local departmentwhich otherwise forbids conduct of tender works.

d) Never been blacklisted by any organization.

e) Basis of DisqualificationThe contrary to explain above, non-compliant to bidder’s requirement and anymajor deviation from the minimum specification of Water Filtration Plants givenin the bidding document shall be considered as basis of disqualification of thebidder. The bid without five (05) % bid security of estimated cost will be rejected.

IB.4 One Bid per Bidder4.1 Each bidder shall submit only one bid. A bidder who submits or participates in more

than one bid will be disqualified.

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IB.5 Cost of Bidding5.1 The bidders shall bear all costs associated with the preparation and submission of their

respective bids and the Employer will in no case be responsible or liable for thosecosts, regardless of the conduct or outcome of the bidding process.

IB.6 Site Visit6.1 The bidders are advised to visit and examine the Site of Works (i.e. Details are given

in Annexure-A) and its surroundings and obtain for themselves on their ownresponsibility all information that may be necessary for preparing the bid and enteringinto a contract for design and construction of the Works. All cost in this respect shallbe at the bidder’s own expense.

B. BIDDING DOCUMENTS

IB.7 Contents of Bidding Documents7.1 In addition to Invitation for Bids, the Bidding Documents are those stated below, and

should be read in conjunction with any Addendum issued in accordance with Sub-Clause IB.9.1. The Bid and Contract Documents consist of the following:

Bidders documents Containing information regarding offered equipment andmaterials including catalogues, selection data/schedules, model numbersmanufacturer’s warranties and the following documents:

1. Instructions to Bidders & Bidding Data2. Form of Bid & Schedules to Bid

Schedules to Bid comprise the following:(i) Schedule A: Schedule of Prices(ii) Schedule B: Specific Works Data(iii) Schedule C: Works to be Performed by Subcontractors(iv) Schedule D: Proposed Program of Works(v) Schedule E: Method of Performing Works(vi) Schedule F: Integrity Pact

3. Conditions of Contract & Contract Data4. Standard Forms:

(i) Form of Performance Security(ii) Form of Contract Agreement(iii)Form of Parent Company Guarantee

5. Technical Specifications & Bidder’s Data (Annexure-B)6. Conceptual Drawings (Annexure-C)

7.2 The bidders are expected to examine carefully the contents of all the abovedocuments. Failure to comply with the requirements of bid submission will be at thebidders own risk. Technical Proposals/bids which are not substantially responsive tothe requirements of the Bidding Documents will be rejected.

IB.8 Clarification of Bidding Documents8.1 A prospective bidder requiring any clarification(s) in respect of the Bidding

Documents may notify the Employer at the Employer’s address indicated in theBidding Data.

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8.2 The Employer will respond to any request for clarification which it receives earlierthan ten (10) days prior to the deadline for the submission of TechnicalProposals/Bids. Copies of the Employer’s response will be forwarded to allprospective bidders, at least five(5) days prior to dead line for submission of Bids,who have received the Bidding Documents including a description of the enquiry butwithout identifying its source.

IB.9 Amendment of Bidding Documents9.1 At any time prior to the deadline for submission of Technical Proposals, the Employer

may, for any reason, whether at his own initiative or in response to a clarificationrequested by a prospective bidder, modify the Bidding Documents by issuingaddendum.

9.2 Any addendum thus issued shall be part of the Bidding Documents pursuant to Sub-Clause IB.9.1 hereof, and shall be communicated in writing to all purchasers of theBidding Documents. Prospective bidders shall acknowledge receipt of each addendumin writing to the Employer.

9.3 To afford prospective bidders reasonable time in which to take an addendum intoaccount in preparing their Bids, the Employer may at its discretion extend thedeadline for submission of Bids.

C. PREPARATION OF BIDSIB.10 Language of Bid10.1 The bid prepared by the bidder and all correspondence and documents relating to the

Bid, exchanged by the bidder and the Employer shall be written in the Englishlanguage, provided that any printed literature furnished by the bidder may be writtenin another language so long as accompanied by an English translation of its pertinentpassages in which case, for purposes of interpretation of the Bid, the Englishtranslation shall govern.

IB.11 Documents Comprising the Bid11.1 (Technical Proposal):

The Technical Proposals prepared by the bidder shall comprise the followingcomponents:(a) Covering Letter.(b) Bid Security furnished in accordance with Clause IB.18.(c) Technical Proposal to be prepared by the bidder in pursuant to Employer’s

Requirements, Technical Specification & Bidder’s Data and Specific workdata.

(d) Bidding Documents’ each page duly signed and sealed.(e) Documentary evidence established in accordance with Clause IB.16 that the

Bidder is eligible to Bid and is qualified to perform the Contract if his Bid isaccepted.

(f) Documentary evidence established in accordance with Clause IB.17 that theSystem Equipment and ancillary Services to be supplied by the Bidder areeligible System Equipment and Services and conform to the BiddingDocuments.

(g) Any other documents prescribed in Particular Conditions of Contract orEmployer’s Requirements to be submitted with the Bid.

(h) Power of Attorney in accordance with Sub-Clause IB.19.5.

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11.2 (Financial Proposal)The Financial Proposals prepared by the bidder shall comprise the followingcomponents:(a) Covering Letter.(b) Bidding Documents including Conditions of Contract, each page duly signed

and sealed.(c) Form of Bid duly filled, signed & sealed, in accordance with Sub-Clause

IB.19.3.(d) Schedules (A to F) to Bid duly filled and initialed, in accordance with the

instructions contained therein & in accordance with Sub-Clause IB19.3.

IB.12 Sufficiency of Bid

12.1 Each bidder shall satisfy himself before Bidding as to the correctness and sufficiencyof his Bid and of the rates and prices entered in the Schedule of Prices, which ratesand prices shall except in so far as it is otherwise expressly provided in the Contract,cover all his obligations under the Contract and all matters and things necessary forthe proper completion of the Works.

12.2 The bidder is advised to obtain for himself at his own cost and responsibility allinformation that may be necessary for preparing the bid and entering into a Contractfor execution of the Works.

IB.13 Forms of Bid and Appendices13.1 The bidder shall complete, sign and seal the Form of Bid; Appendix (A to F) to Bid

furnished in the Bidding Documents and shall also enclose other information asdetailed in Clause IB.11.

IB.14 Bid Prices14.1 The Bidder shall quote Contract Price along with breakdown of items, indicating

quantities, unit rates and other pricing information in Schedule of Prices. Prices shallbe entered keeping in view the Instructions to Bidders, and Employer’s Requirements.

14.2 Unless otherwise stipulated in the Conditions of Contract, prices quoted by theBidders shall remain fixed during the Bidder’s performance of the Contract and notsubject to variation on any account. Since only fixed price contract will be considered,a bid submitted with an adjustable price quotation will be treated as non-responsiveand rejected, pursuant to Sub-Clause IB.22.2.

IB.15 Currencies of Bid

15.1 Prices shall be quoted by the bidder in currency as stipulated in the Bidding Data.

15.2 The currencies of payment shall be as stated in Conditions of Contract.

IB.16 Documents Establishing Bidder’s Eligibility and Qualifications

16.1 Pursuant to Clause IB.11, the bidder shall furnish, as part of its bid, documentsestablishing the bidder’s eligibility to bid and its qualifications to perform theContract if its bid is accepted.

16.2 Bidder/Manufacturer must possess and provide evidence of its capability and theexperience as stipulated in Bidding Data and the Qualification Criteria stipulated in

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the Bidding Documents.

16.3 Successful Bidder shall produce a parent company guarantee, as per Form annexed tothis document.

16.4 Bidder should have Annual Turnover certificates of last 3 Years from Bank.

IB.17 Documents Establishing Works’ Conformity to Bidding Documents

17.1 The documentary evidence of the Works’ conformity to the Bidding Documents maybe in the form of literature, drawings and data and the bidder shall furnishdocumentation as set out in Bidding Data.

17.2 The bidder shall note that standards for workmanship, material and equipment, andreferences to brand names or catalogue numbers, if any,designated by the Employer inthe Technical Provisions are intended to be descriptive only and not restrictive.

IB.18 Bid Security

18.1 Each bidder shall furnish, as part of his bid, at the option of the bidder, a Bid Securityin the amount stipulated in Bidding Data in Pak. Rupees in the form of CallDeposit/Payment Order in favor of the Employer.

18.2 Any bid not accompanied by an acceptable Bid Security shall be rejected by theEmployer as non-responsive.

18.3 The bid securities of unsuccessful bidders will be returned upon award of contract tothe successful bidder or on the expiry of validity of Bid Security whichever is earlier.

18.4 The Bid Security of the successful bidder will be returned when the bidder hasfurnished the required Performance Security (5%), pursuant to Clause IB.27 andsigned the Contract Agreement, pursuant to Sub-Clauses IB.26.2 & 26.3.

18.5 The Bid Security may be forfeited:(a) If a bidder withdraws his bid during the period of bid validity; or(b) If a bidder does not accept the correction of his Bid Price, pursuant to Sub-

Clause 22.5 (b) hereof; or(c) In the case of a successful bidder, if he fails to:

(i) Furnish the required Performance Security (5%) in accordance withClause IB.27, or

(ii) Sign the Contract Agreement, in accordance with Sub-Clauses IB.26.2& 26.3.

IB.19 Validity of Bids, Format, Signing and Submission of Bid

19.1 Bids shall remain valid for the period stipulated in the Bidding Data after the date ofbid (Financial Proposal) opening.

19.2 All Schedules to Bid are to be properly completed and signed.

19.3 No alteration is to be made in the Form of Bid except in filling up the blanks asdirected. If any alteration be made or if these instructions be not fully complied with,the bid may be rejected.

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19.4 Each bidder shall prepare Original and number of copies specified in the BiddingData of the documents comprising the bid as described in Clause IB.11 and clearlymark them “ORIGINAL” and “COPY” as appropriate. In the event of discrepancybetween them, the original shall prevail.

19.5 The original and all copies of the bid shall be typed or written in indelible ink andshall be signed by a person or persons duly authorized to sign (in the case of copies,Photostats are also acceptable). This shall be indicated by submitting a written Powerof Attorney authorizing the signatory of the bidder to act for and on behalf of thebidder. All pages of the bid shall be initialed and official seal be affixed by the personor persons signing the bid.

19.6 The Bid shall be delivered in person.

D. SUBMISSION OF BID

IB.20 Deadline for Submission & Withdrawal of bid.

20.1 The bid (sealed in one envelope comprising of two envelops one for technicalproposal and 2nd for financial proposal) must be received by the Employer at theaddress provided in Bidding Data not later than the time and date stipulated therein.

20.2 The bid submitted through telegraph, telex, fax or e-mail shall not be considered.

20.3 The bid received by the Employer after the deadline for submission prescribed inBidding Data will be returned unopened to such bidder.

20.4 Any bidder may withdraw his bid after submission provided that the written notice ofwithdrawal is received by the Employer prior to the deadline for submission of thebid.

20.5 Withdrawal of a bid during the interval between the deadline for submission of bidand the expiration of the period of bid validity specified in the Form of Bid may resultin forfeiture of the Bid Security pursuant to Sub-Clause IB.18.5 (a).

E. BID OPENING AND EVALUATION

IB.21 : Technical Proposal Opening, Clarification and Evaluation

21.1 Employer will open the Technical Proposals only where as Financial Proposal will bekept un-opened, in the presence of bidders’ representatives who choose to attend, atthe time, date and location stipulated in the Bidding Data.

21.2 The bidder’s name, the presence or absence of Bid Security, and such technical detailsas the Employer at its discretion may consider appropriate, will be announced by theEmployer at the technical proposal opening. The Employer will record the minutes ofthe technical proposal opening. Representatives of the bidders who choose to attendshall sign the attendance sheet.

21.3 The technical proposal shall be evaluated in accordance with the specified evaluationcriteria.

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IB.22 Financial Proposals Opening, Clarification and Evaluation

22.1 To assist in the examination, evaluation and comparison of Bids the Employer may, atits discretion, ask the bidder for a clarification of its Bid. The request for clarificationand the response shall be in writing and no change in the price or substance of the Bidshall be sought, offered or permitted.

22.2Arithmetical errors will be rectified on the following basis:

If there is a discrepancy between the unit price and total price that is obtainedby multiplying the unit price and quantity, the unit price shall prevail and thetotal price shall be corrected. If there is a discrepancy between the words andfigures the amount in words shall prevail. If there is a discrepancy between theTotal Bid price entered in Form of Bid and the total shown in Schedule ofPrices-Summary, the amount stated in the Form of Bid will be corrected by theEmployer in accordance with the Corrected Schedule of Prices.

If the bidder does not accept the corrected amount of Bid, his Bid will berejected and his Bid Security forfeited.

22.3 A Bid determined as substantially non-responsive will be rejected and will notsubsequently be made responsive by the bidder by correction of the non-conformity.

22.4 Any minor informality or non-conformity or irregularity in a Bid which does notconstitute a material deviation may be waived by Employer, provided such waiverdoes not prejudice or affect the relative ranking of any other bidders.

22.5 The Employer will evaluate and compare only the bids previously determined to besubstantially responsive pursuant to Sub-Clauses IB.22.2 to 22.4 as per requirementsgiven hereunder. Bids will be evaluated for complete scope of works and compliancewith the specifications.

(a) Technical Evaluation

It will be examined in detail whether the Works offered by the biddercomplies with the Technical Provisions of the Bidding Documents. For thispurpose, the bidder’s data submitted with the bid in Schedule B to Bid will becompared with technical features/criteria of the Works detailed in theTechnical Provisions. Other technical information submitted with the bidregarding the Scope of Work will also be reviewed.

All materials / Plants and other goods must comply with tender specificationsand required design failing which shall be considered major non conformityThe Employer’s Technical Evaluation Committee shall evaluate the TechnicalProposal on the basis of their responsiveness to specification, evaluationcriteria, and sub-criteria and other terms & conditions of the bidding documentthrough point system.

Each responsive proposal will be given a technical score. A proposal shall berejected at this stage if does not respond to minimum technical score i.e. 60marks.

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(b) Financial EvaluationThe financial proposal will be opened for only technically qualified

bids. The date will be communicated to the technically qualified biddersinviting them to attend. The prices will be compared on the basis of theEvaluated Bid Price pursuant to Sub-Clause 22.6 herein belowIt will be examined in detail whether the bids comply with thefinancial/contractual conditions of the Bidding Documents.

Technical Marks Distribution:

S. No. ItemMax Marks

Details

1

Technical Competence & Expertise (Bidders should submit details of Engineers & Technical Staff with Valid PEC certificates and CVs)

12 marks for Engineers (01 Civil, 01 Electrical, 01 Mechanical) with 15 years of experience.

08 marks for Engineers (1 Civil, 1 Electrical, 1 Mechanical) with 10 years of experience.

04 marks for Employees (1 Civil, 1 Electrical, 1 Mechanical) with 05 years of experience.

12

2

Overall Company Experience

15 Marks for experience above 20 Years

10 Marks for experience above 15 Years

05 Marks for experience above 10 Years

(Zero Marks will be given for less than 10 Years)

15

3Past Experience of Installation of Similar Projects/Water Filtration Plants 2 Marks for each project/plant (Completion Certificates required)

10

4Enlistment with Government Departments 5 Marks for Each Enlistment

15

5

Annual Turnover for last 3 years with Government Departments Only 15 Marks for above 200 Million each year (Certified Audit Reports)*Participation in all packages requires overall annual turnover of above 800 Million for last 3 years. Zero marks in case of non-compliance.

15

6Compliant with Required Technical specifications of Products/Design as per Employer’s Requirements10 Marks for Product Compliant Proposal

10

7 Authorization from any European/US manufacturer 15

8Method of Performing Works & Project Implementation Timeline

03

9 List of proper tools / equipment available for installation 05

Total Maximum Marks 100

22.6 Evaluated Bid Price

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Evaluated bid price will be determined as per IB 22.1 to 22.5

The evaluation shall be carried out as per following method;

a. before opening of financial proposal, the technical proposal of each bidder willbe evaluated based on following evaluation criteria:

b. marks between 0 and 100 will be given to the technical proposals and biddersobtaining minimum 60 marks will be called for opening of financial proposals.

c. The financial proposals of the bidders obtaining less than 60 marks will bereturned unopened.

d. the Financial proposal shall be opened publically in the presence of bidder’srepresentative. The Lowest Evaluated Financial Proposal (LEFP) will besuccessful bidder for allotment of work/ Substantial Responsive Bidder.

e. The technical proposal will be given marks (0 to 100) weighted as the tablebelow..

Technical Marks Distribution:

Note: All information is required to be submitted in legible English language. Any certificate/ document/data/ information other than English language shall be treated as document not attached.

f. If the bid of the successful bidder is seriously unbalanced in relation to theEmployer’s estimate of the cost of work to be performed under the Contract,the Employer may require the bidder to produce detailed price analyses forany or all items of the Schedule of Prices to demonstrate the internalconsistency of those prices with the supply methods and schedule proposed.

g. Marks under section 22.7 shall be given only when clear authorized and validsupporting document shall be provided with the bid.

h. In case the bidder is supplier and has sub-contractor/s for installation, then anaffidavit showing the sub-contractor as a valid partner should be attached.(only for this bid document) The details of projects installed by the sub-contractor must be provided. In case signed affidavit of sub-contractor notsubmitted then installation experience of bidder will not be counted.

IB.23 Process to be Confidential

23.1 Subject to Sub-Clause IB.22.1 heretofore, no bidder shall contact Employer on anymatter relating to its Bid from the time of submission of bid and announcement oftechnical marks. The technical evaluation result shall be announced at least ten (10)days prior to opening of financial proposals.

23.2 Any effort by a bidder to influence Employer in the Bid evaluation, Bid comparisonor Contract Award decisions may result in the rejection of his Bid. Whereas, anybidder feeling aggrieved may lodge a written complaint not later than five (5) daysafter the announcement of the technical evaluation result, however, mere fact oflodging a complaint shall not warrant suspension of procurement process.

F. AWARD OF CONTRACT

IB.24. Post Qualification24.1 The Employer, at any stage of the bid evaluation, having credible reasons for or

prima facie evidence of any defect in supplier’s or contractor’s capacities, mayrequire the suppliers or contractors to provide information concerning their

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professional, technical, financial, legal or managerial competence whether alreadypre-qualified or not:

Provided that such qualification shall only be laid down after recording reasonstherefore in writing. They shall form part of the records of that bid evaluation report.

24.2 The determination will take into account the bidder’s financial and technicalcapabilities. It will be based upon an examination of the documentary evidence of thebidders’ qualifications submitted under Clause IB.16, as well as such otherinformation required in the Bidding Documents.

IB.25 Award Criteria & Employer’s Right25.1 Subject to Sub-Clause IB.25.2, the Employer will award the Contract to the bidder

whose bid has been determined to be substantially responsive to the BiddingDocuments and who has offered the Substantial Responsive Bid, provided that suchbidder has been determined to be qualified to satisfactory perform the Contract.

25.2 Notwithstanding Sub-Clause IB.25.1, the Employer reserves the right to accept orreject any bid, and to annul the bidding process and reject all bids, at any time prior toaward of Contract, without thereby incurring any liability to the affected bidders orany obligation to inform the affected bidders of the grounds for the Employer’s actionexcept that the grounds for its rejection of all bids shall upon request becommunicated, to any bidder who submitted a bid, without justification of thegrounds. Notice of the rejection of all the bids shall be given promptly to all thebidders.

IB.26 Notification of Award & Signing of Contract Agreement26.1 Prior to expiration of the period of bid validity prescribed by the Employer, the

Employer will notify the successful bidder in writing (“Letter of Acceptance”) that hisbid has been accepted.

26.2 Within seven(07) days from the date of furnishing of acceptable PerformanceSecurity(5%)under the Conditions of Contract, the Employer will send the successfulbidder the Form of Contract Agreement provided in the Bidding Documents,incorporating all agreements between the parties.

26.3 The formal Agreement between the Employer and the successful bidder shall be executedwithin fifteen(15) days of the receipt of Form of Contract Agreement by the successful bidderfrom the Employer.

IB.27 Performance Security

27.1 The successful bidder shall furnish to the Employer a Performance Security (5%) in the formand the amount stipulated in the Conditions of Contract within a period of seven(07) daysafter the receipt of Letter of Acceptance.

27.2 Failure of the successful bidder to comply with the requirements of Sub-Clauses IB.26.2&26.3 or 27.1 or Clause IB.28shall constitute sufficient grounds for the annulment of theaward and forfeiture of the Bid Security.

IB.28 Integrity Pact

The Bidder shall sign and stamp the Form of Integrity Pact provided at Schedule-F to Bid inthe Bidding Document. Failure to provide such Integrity Pact shall make the bid non-responsive.

Page 15: TENDER AND CONTRACT DOCUMENTS - Punjab, Pakistan · firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Class contractor C-4 (Rs.200.000 millions) or above

BIDDING DATA

Instructions to Bidders Clause Reference1.1 Name of Employer

Public Health Engineering Department

Brief Description of Works

“PROVISION OF CLEAN & SAFE WATER FACILITY IN EXISTINGCOLLEGES

Package-I (Faisalabad & Sahiwal)

8.1 Employer’s address:

Office of Executive Engineer PHE Division House No.2 Abdul ShakoorColony Club Road Kasur

15.1 Bid shall be quoted entirely in Pak. Rupees. The payment shall be made in Pak. Rupees.

16.2 The bidder/manufacturer has the financial, technical and production capability necessary toperform the Contract as follows:

a) Duly licensed by the Pakistan Engineering Council (PEC) in Category C3 orabove with appropriate/relevant field (CE09, CE10, ME06, EE04, & EE06).

b) Authorized dealers /distributors of renowned US/European Water FiltrationPlants Having proven Water Filtration Plants expertise.

c) Registered with FBR and any other Federal/Provincial or Local department whichotherwise forbids conduct of tender works.

d) Never been blacklisted by any organization.

17.1 (a) A detailed description of the Works, essential technical and performancecharacteristics.

(b) Complete set of technical information, description data, literature and drawings asrequired in accordance with Schedule B to Bid, Specific Works Data. This willinclude but not be limited to a sufficient number of drawings, photographs,catalogues, illustrations and such other information as is necessary to illustrate clearlythe significant characteristics such as general construction dimensions and otherrelevant information about the works to be performed.

18.1 Amount of Bid Security

Rs. 5% of estimated amount

19.1 Period of Bid Validity

60days

19.4 Number of Copies of the Bid to be submitted

One original plus two copies.

19.6 (a) Employer's Address for the Purpose of Bid Submission

Page 16: TENDER AND CONTRACT DOCUMENTS - Punjab, Pakistan · firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Class contractor C-4 (Rs.200.000 millions) or above

Same as above

20.1 Deadline for Submission of Bids / Financial Proposals

20.04.2020

21.1 Venue, Time, and Date of Bid Opening

Office of Executive Engineer PHE Division House No.2 Abdul Shakoor Colony Club Road Kasur.

Time: 01.00 P.M

Date: 20.04.2020

22.2 Responsiveness of Bids

(i) The Bid is valid till required period,

(ii) The Bid prices are firm during currency of contract (if it is a fixed price bid)

(iii) Completion period offered is within specified limits,

(iv) The Bidder/Manufacturer is eligible to Bid and possesses the requisite experience,capability and qualification.

(v) The Bid does not deviate from basic technical requirements and

(vi) The Bids are generally in order, etc.

Completion Period:Thirteen (13) months after award the project. The O & M of plants will be started

after testing commissioning of plants and for three (03) years.

Page 17: TENDER AND CONTRACT DOCUMENTS - Punjab, Pakistan · firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Class contractor C-4 (Rs.200.000 millions) or above

FORM OF BID AND SCHEDULES TO BID

Page 18: TENDER AND CONTRACT DOCUMENTS - Punjab, Pakistan · firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Class contractor C-4 (Rs.200.000 millions) or above

FORM OF BID(LETTER OF OFFER)

Bid Reference No: ___________________ Dated: ___________

Name of Works: PROVISION OF CLEAN & SAFE WATER FACILITY IN EXISTINGCOLLEGES

Package-I (Faisalabad & Sahiwal)

To:Executive EngineerPublic Health Engineering Division,House No.2 Abdul Shakoor Colony Club Road Kasur.

.

Sir,1. Having examined the Bidding Documents including Instructions to Bidders, Bidding

Data, Conditions of Contract, Contract Data, Specifications, Drawings, if any, Scheduleof Prices and Addenda Nos. _________________________ for the execution of theabove-named Works, we, the undersigned, being a company doing business under thename of and address _________________________ and being duly incorporated underthe laws of Pakistan hereby offer to execute and complete such Works and remedy anydefects therein in conformity with the said Documents including Addenda thereto for theTotal Bid Price of Rs. ________________(Rupees______________________) or suchother sum as may be ascertained in accordance with the said Documents.

2. The breakup of our Contract Price is given in Schedule ‘A’ Schedule of Prices.

7. We understand that all the Schedules attached hereto form part of this Bid.4. As security for due performance of the undertakings and obligations of this Bid, we

have already submitted a Bid SecurityCall Deposit/Payment Order amounting toRs.____________________/- (Rupees ______________________infavor of ExecutiveEngineer PHE Division Kasurwith our Technical and financial Proposals.

5. We undertake, if our Bid is accepted, to commence the Works and to deliver andcomplete the Works comprised in the Contract within the time(s) stated in ContractData.

6. We agree to abide by this Bid for the period of 60 days from the date fixed forreceiving the same and it shall remain binding upon us and may be accepted atany time before the expiration of that period.

7. Unless and until a formal Agreement is prepared and executed, this Bid, together withyour written acceptance thereof, shall constitute a binding contract between us.

8. We undertake, if our Bid is accepted, to execute the Performance Security referred to inConditions of Contract for the due performance of the Contract.

(20)

Page 19: TENDER AND CONTRACT DOCUMENTS - Punjab, Pakistan · firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Class contractor C-4 (Rs.200.000 millions) or above

9. We understand that you are not bound to accept the lowest or any bid you may receive.

10. We do hereby declare that the Bid is made without any collusion, comparison of figuresor arrangement with any other person or persons making a bid for the Works.

Dated this________________day of ________________, 2020

Signature ________________

in the capacity of _______________________duly authorized to sign bid for and on behalf of_________________________________

(Name of Bidder in Block Capitals)

(Seal)

Address _____________________________________________________________________

_____________________________________________________________________

_____________________________________________________________________

Witness:

(Signature)______________________________

Name:_______________________________________________________________

Address: _____________________________________________________________

_____________________________________________________________________

Page 20: TENDER AND CONTRACT DOCUMENTS - Punjab, Pakistan · firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Class contractor C-4 (Rs.200.000 millions) or above

SCHEDULES TO BID INCLUDE THE FOLLOWING:

Schedule A to Bid: Schedule of Prices

Schedule B to Bid: Specific Works Data

Schedule C to Bid: Works to be Performed by Subcontractors

Schedule D to Bid: Proposed Program of Works

Schedule E to Bid: Method of Performing Works

Schedule F to Bid: Integrity Pact

Page 21: TENDER AND CONTRACT DOCUMENTS - Punjab, Pakistan · firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Class contractor C-4 (Rs.200.000 millions) or above

BID SCHEDULEName of Scheme PROVISION OF CLEAN & SAFE WATER FACILITY IN EXISTING COLLEGES

Package-I (Faisalabad & Sahiwal)

Estimated Cost Rs. 120.099 Million.Earnest Money Rs. 5% Estimated CostTime Limit 13 - Months

Sr.No.

Chap:No.

ItemNo.

DESCRIPTION OF ITEMS

Provision as per estimate

Qty Unit RateRae to be

quoted by thecontractor

STANDERDIZED ITEMS (MRS 1st Jan: to 30th June 2020) PLANT ROOM & DISPENSER AREA (District Faisalabad) (11

No.)11

1 3 21b Excavation in foundation of buildings, bridges and other

structures including dabbling, dressing, refilling around structurewith excavated earth, watering and ramming lead up to onechain (30 m) and li ft. up to 5 ft. b) in ordinary soil 1876.60 1000 Cft 7687.15

2 10 3 Providing, laying, watering and ramming brick ballast 1-1/2 to2" (40 mm to 50 mm) gauge mixed with 25 % sand, for floorfoundation, complete in all respects 483.78 100 Cft 4774.30

3 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:4:8 218.02 100 Cft 17961.75

4 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 1464.43 100 Cft 18930.85

5 6 6 a ii Providing and laying reinforced cement concrete (includingprestressed concrete), using coarse sand and screened gradedand washed aggregate, in required shape and design, includingforms, moulds, shuttering, lifting, compacting, curing, renderingand finishing exposed surface, complete (but excluding the costof steel reinforcement, its fabrication and placing in position,etc.):- (a)(ii) Reinforced cement concrete in slab of rafts / stripfoundation, base slab of column and retaining walls; etc andother structural members other than those mentioned in 5(a) (i)above not requiring form work (i.e. horizental shuttering)complete in all respects:- (3) Type C (nominal mix 1: 2: 4) 550.00 1 Cft 274.35

6 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 1683.00 100 Kg 14645.00

7 3 15 Filling, watering and ramming earth under floors: i) with surplusearth from foundation etc. 550.00 1000 Cft 11256.75

8 3 15 Filling, watering and ramming earth under floors:-ii)with new earthexcavated from outside, lead up to one chain (30 m). 550.00 1000 Cft 18419.55

9 3 24 Compaction of earthwork (soft, ordinary or hard soil) :-b)Compaction by rolling with animal driven roller/handrammed: ii) ordinary soil 550.00 1000 Cft 1273.25

10 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 577.50 100 Sft 2227.45 11 10 25 Laying floor of approved colored glazed tiles X "(6 mm) thick,

laid in white cement and pigment on a bed of W (20 mm) thickcement mortar 1:2. 1677.50 100 Sft 17137.40

12 25 30 Making and fixing steel grated doors, complete with lockingarrangement, angle iron frame 2"x2"x3/8" (50x50x10 mm) and ¾"(20 mm) square bars 4" (100 mm) centre to centre. 242.00 1 Sft 1009.10

PLUMBING WORKS (11 No.) 13 19 26 Providing and fixing chromium plated bib cock. ii) 1.5 cm (1/2") 33.00 1 No. 340.60 14 19 27 Providing and fixing chromium plated tee stop cock 1.5 cm (1/2") 33.00 1 No. 460.60 COLLECTION CHAMBER (8 No.) 8

15 3 42 Earthwork excavation in open cutting for sewers and manholesas shown in drawings including shuttering and timbering,dressing to correct section and dimensions according to

682.24 1000 Cft 6320.80

Page 22: TENDER AND CONTRACT DOCUMENTS - Punjab, Pakistan · firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Class contractor C-4 (Rs.200.000 millions) or above

templates and levels, and removing surface water, in all types ofsoil except shingle, gravel and rock:- i) 0 ft. to 7.0 ft. (0 to 2.10 m)depth

16 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 64.00 100 Cft 22608.15

17 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 243.04 100 Cft 18930.85

18 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 216.00 100 Sft 2227.45 19 6 6 a ii Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened gradedand washed aggregate, in required shape and design, includingforms, moulds, shuttering, lifting, compacting, curing, renderingand finishing exposed surface, complete (but excluding the costof steel reinforcement, its fabrication and placing in position,etc.):- (a)(ii) Reinforced cement concrete in slab of rafts / stripfoundation, base slab of column and retaining walls; etc andother structural members other than those mentioned in 5(a) (i)above not requiring form work (i.e. horizental shuttering)complete in all respects:- (3) Type C (nominal mix 1: 2: 4) 23.76 1 Cft 274.35

20 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 72.80 100 Kg 14645.00

21 19 39 Supply and fitting of cast iron manhole cover with frame, etc.complete. i) 30 cm (12") dia 8.00 1 No. 11256.75

MISCELLANEOUS ITEMS (11 No.) 11 22 10 43 Providing and laying Tuff pavers, having 7000PSI, crushing

strength of approved manufacturer, over 2"to3" sand cushion i/cgrouting with sand in joints i/c finishing to require slope .complete in all respect. (50% Grey / 50% Colored) ii) 60 mm thick 1787.50 1 Sft 109.75

DRAIN PIPE UP TO INJECTION WELL OR EXISTING DRAINAGE SYSTEM (8 No.)

8

23 3 44 Excavation of trenches in all kinds of soil, except cutting rock, forwater supply pipelines up to 5 ft. (1.5 m) depth from ground level,including trimming, dressing sides, leveling the beds of trenchesto correct grade and cutting pits for joints, etc. complete in allrespects. 3360.00 1000 Cft 5472.70

24 3 13 Rehandling of earthwork up to a lead 50 Ft (15m) 2688.00 1000 Cft 2546.55 25 3 24 Compaction of Earthwork (soft, ordinary or hard soil): a) Mixing,

moisturizing up to optimum moisture content in layers forcompaction etc. complete 1344.00 1000 Cft 884.56

26 3 24 b) Compaction by rolling by animal driven roller, hand rammed ii) Ordinary soil 1344.00 1000 Cft 1273.25

22 23 15 Providing and installing P.V.C. blind pipe, B.S.S. Class `B', intube well bore hole, including sockets and solvents and jointingwith strainer, etc. complete. D) 6" i/d dia pipe 560.00 27 Rft 422.80

INJECTION WELL (7 No.) 7 23 23 5 Direct Rotary/Reverse Rotary drilling of bore for tubewells in all

types of soil except shingle, gravel and rock a) From ground levelto 250 ft. (75m) below ground level:- i) 12" to 15" (300 to 375mm) i/d 1750.00 1 Rft 575.50

24 23 5 Direct Rotary/Reverse Rotary drilling of bore for tube wells inall types of soil except shingle, gravel and rock:-:- b) exceeding250 ft. ('75 m) depth below ground level:-i) 12" to 15" (300 to375 mm) i/d 980.00 1 Rft 575.50

25 23 7 Providing strong substantially built box of deodar wood 4' x 2.5'x 9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpurfor future reference due to space constraint in pre- fabricatedplant room. 7.00 1 No. 11586.10

26 23 12 Providing and installing, P.V.C. strainer B.S.S. Class 'B', intube well bore hole, including sockets and solvents, etc.complete:-d) 6" i/d (150 mm) 455.00 1 Rft 326.20

Page 23: TENDER AND CONTRACT DOCUMENTS - Punjab, Pakistan · firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Class contractor C-4 (Rs.200.000 millions) or above

27 23 15 Providing and installing P.V.C. blind pipe, B.S.S. Class `B', intube well bore hole, including sockets and solvents and jointingwith strainer, etc. complete. D) 6" i/d dia pipe 2275.00 1 Rft 422.80

28 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:-

i) B.S.S. Class 'B' d) 6" i/d (150 mm) 7.00 1 No. 184.90 29 23 18 Shrouding with graded pea gravel 3/8" to 1/8"(10 to 3mm)

around tube well in borehole. 3150.00 1 Cft 97.55 30 6 5 Cement concrete plain i/c placing compacting finishing & curing

complete i/c screening & washing of stone aggregate ratio 1:2:4 86.59 100 Cft 22608.15 1000 LITRE CAPACITY TUBEWELL (16 No.) 16

31 23 1d Boring for tube well in all types of soil except shingle and rock,from ground level to 100 ft. (30 m) depth, including sinking andwithdrawing of casing pipe, complete 6" (150 mm) i/d 1600.00 1 Rft 292.10

32 23 2a Boring for tube well in all types of soil except shingle, gravel &rock, from a depth of 100.1 ft. to 200 ft. (30 to 60 m) belowground level, including sinking and withdrawing of casing pipe,complete:-a)5" (125 mm) i/d 320.00 1 Rft 323.65

33 23 7 Providing strong substantially built box of deodar wood 4' x 2.5'x 9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpurfor future reference due to space constraint in pre- fabricatedplant room. 16.00 1 No. 11586.10

34 23 12 Providing and installing, P.V.C. strainer B.S.S. Class 'D', intube well bore hole, including sockets and solvents, etc.complete:-b) 4" i/d (100 mm) 160.00 1 Rft 299.45

35 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', intube well bore hole, including sockets and solvents and jointingwith strainer, etc. complete. b) 4" i/d dia pipe 128.00 1 Rft 365.80

36 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', intube well bore hole, including sockets and solvents and jointingwith strainer, etc. complete. d) 6" i/d dia pipe 1664.00 1 Rft 758.35

37 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:-

i) B.S.S. Class 'D' b) 4" i/d (100 mm) 16.00 1 No. 121.35 38 23 17i Testing and developing of tube well of size 6" (150 mm) i/d and

above continuously. i) up to 1.5 cs. Discharge 1152.00 1 Hour 1324.55 39 6 5 Cement concrete plain i/c placing compacting finishing & curing

complete i/c screening & washing of stone aggregate ratio 1:2:4 197.92 100 Cft 22608.15 2000 LITRE CAPACITY TUBEWELL (2 No.) 2

40 23 1d Boring for tube well in all types of soil except shingle and rock,from ground level to 100 ft. (30 m) depth, including sinking andwithdrawing of casing pipe, complete 6" (150 mm) i/d 200.00 1 Rft 292.10

41 23 2a Boring for tube well in all types of soil except shingle, gravel &rock, from a depth of 100.1 ft. to 200 ft. (30 to 60 m) belowground level, including sinking and withdrawing of casing pipe,complete:-a)5" (125 mm) i/d 48.00 1 Rft 323.65

42 23 7 Providing strong substantially built box of deodar wood 4' x 2.5'x 9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpurfor future reference due to space constraint in pre- fabricatedplant room. 2.00 1 No. 11586.10

43 23 11 Providing and installing, P.V.C. strainer B.S.S. Class 'D', intube well bore hole, including sockets and solvents, etc.complete:-b) 4" i/d (100 mm) 24.00 1 Rft 299.45

44 23 13b Providing and installing P.V.C. blind pipe, B.S.S. Class `D', intube well bore hole, including sockets and solvents and jointingwith strainer, etc. complete. b) 4" i/d dia pipe 20.00 1 Rft 365.80

45 23 15 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', intube well bore hole, including sockets and solvents and jointingwith strainer, etc. complete. d) 6" i/d dia pipe 208.00 1 Rft 758.35

Page 24: TENDER AND CONTRACT DOCUMENTS - Punjab, Pakistan · firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Class contractor C-4 (Rs.200.000 millions) or above

46 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:-

i) B.S.S. Class 'D' b) 4" i/d (100 mm) 2.00 1 No. 121.35 47 23 17i Testing and developing of tube well of size 6" (150 mm) i/d and

above continuously. i) up to 1.5 cs. Discharge 144.00 1 Hour 1324.55 48 6 5 Cement concrete plain i/c placing compacting finishing & curing

complete i/c screening & washing of stone aggregate ratio 1:2:4 24.74 100 Cft 22608.15 NON-STANDERDIZED ITEMS PLANT ROOM & DISPENSER AREA (District Faisalabad) (11

No.)11

1 Providing & Installation MS Grill as per drawing 58 1 Sft 320.00 2 Supply and Fixing of Fiber Glass shed/shelter for Plant room as

per drawing and direction of Engineer In charge. 214 1 Sft 467.00 PLUMBING WORKS (11 No.) 3

Supply , Install, test and maintain domestic cold/Hot waterpolypropylene (PPRC) with minimum working pressure 15 bars at20⁰C Tigris, Green or approved equal pressure pipe for coldwater supply as per DIN 8077-8088 for pipes and DIN 16962 forfitting polyfusion welded joints) inside building including specials(sockets, tees, elbow, bends, crosses, reducers, plug and unionetc.) supported on walls including pipe hangers, supports, cuttingand making good the holes, complete in all respects as shown ondrawings and in accordance with the specifications. Ø 63 mm 110 1 Rft 500.00

ELECTRIFICATION (11 No.) 11.00 4 Electrical Works for Plant Wiring and Internal Lights. 11 1 Job 5000.00 5

Bore type, earthing up to permanent water level/moist soil byarrangement of earth pit/point comprising of concrete/brickworkhousing with lifting cover 50mm perforated GI pipe, appropriatebare copper stranded conductor as per details in drawing. Theearthing and bonding shall be complete with fixing clamps etc. &all metal works shall be bonded to the proposed earthing network(assumed water level @30 meter depth) Drilling of earth bore 3"dia 30 ft. deep but up to permanent water table. Supply andinstallation of G.I pipe 2" dia 14 SWG to be installed in pre-madebore including all accessories like tees, bends, sockets etc. Pipeshall be connected to tinned copper spike as per detail shown ondrawing, complete in all respects.Supply and installation of tinned copper spike to be manufacturedas per detail shown on drawing. Spike shall beconnected/screwed at bottom of G.I pipe including allaccessories like nuts and bolts complete in all respect.Supply and installation of 70 mm2 bare stranded electrolyticcopper conductor lead in prelaid G.I pipe and connected to tinnedcopper spike as shown on drawing. 2 Nos. of leads to beinstalled including all accessories like brass nuts, bolts, washersetc. complete in all respect.Supply and installation of tinned earth test link in earthing pitconsisting of copper plate (12"x2'°x1/2") with fixing arrangementon the wall of man holeincluding brass nuts, bolts washers lugs etc. complete in allrespect. 11 1 Job 125000.00

6

Construction of earthing pit (manhole) of internal size18"x18"x24" deep with 9" thick brick wall with cement mortar,internal plaster 1:4, RCC 4" thick cover with lifting hooksincluding all accessories complete in all respect.Design, supply, construction, testing and commissioning ofcompletion of the lightning protection system as per specificationclause 4.7.3.5 11 1 Job 19650.00

INJECTION WELL (7 No.) 7 7

Taking soil samples after every 10 feet depth or from each

strata change, testing submission of complete results ofstrata analysis. 7 1 Job 22320.00

8 Providing and fixing of PVC cap to cover the pump housing. 7 1 Job 375.00 1000 LITRE CAPACITY TUBEWELL (16 No.) 16 9 Taking soil samples after every 10 feet depth or from each

strata change, testing submission of complete results of16.00 1 Job 20360.00

Page 25: TENDER AND CONTRACT DOCUMENTS - Punjab, Pakistan · firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Class contractor C-4 (Rs.200.000 millions) or above

strata analysis.10 Providing and installation of PVC 6" * 4" size reducer complete i/c

its jointing with housing and blind pipe. 16.00 1 Job 682.00 11 Providing and fixing of PVC cap to cover the pump housing. 16.00 1 Job 341.00 12 Providing and fixing on the pump housing pipe 6" dia at the

location in pump foundation, as shown in the drawing MSSuspension Clamp of 5th length made of 8" wide and 1/2" thickMS flat complete with 4 no. 5/8" dia nuts and bolts complete in allrespects. 16.00 1 Job 10912.00

13 Chemical and bacteriological testing of water samples 3 No. 48.00 1 Job 6820.00 2000 LITRE CAPACITY TUBEWELL (2 No.) 1 9 Taking soil samples after every 10 feet depth or from each

strata change, testing submission of complete results ofstrata analysis. 1.00 1 Job 20460.00

10 Providing and installation of PVC 6" * 4" size reducer complete i/cits jointing with housing and blind pipe. 1.00 1 Job 682.00

11 Providing and fixing of PVC cap to cover the pump housing. 1.00 1 Job 341.00 12 Providing and fixing on the pump housing pipe 6" dia at the

location in pump foundation, as shown in the drawing MSSuspension Clamp of 5th length made of 8" wide and 1/2" thickMS flat complete with 4 no. 5/8" dia nuts and bolts complete in allrespects. 1.00 1 Job 10912.00

13 Chemical and bacteriological testing of water samples 3 No. 3.00 1 Job 6820.00 Reverse Osmosis (RO) Plant Capacity 250 liter/ hour

14 Design, supply, install, testing and commissioning ReverseOsmosis (RO) Plants to deliver water that meets the NEQS/WHO water quality standards including the following: 11.00 1 Set

1456650.00

a RO Controller b Automatic PLC System. c Feed pump, coupled with motor of requisite rating. d Pre Filtration e Activated Carbon Filter f Pre treatment chemical injection arrangement g Pressure pumps, coupled with motor of requisite rating. h Control panel, for complete system including connections i All Pipe work, including feed water pipe line, valves etc. j Pressure gauges and flow meters. k Feed water storage tank of 500 liter capacity l Product water storage tank of 1000 liter capacity

15 Provide additional filter (Arsenic, Nitrate & Fluoride) for thecontaminants encountered as need basis to meet the NEQS/WHO Water Quality Standards 2.00 1 No. 145000.00

16 Supply, Installation, Testing and commissioning of Electric WaterCooler - Atleast 225 Liter 2.00 1 No. 37500.00

Reverse Osmosis (RO) Plant Capacity 500 liter/ hour 17 Design, supply, install, testing and commissioning Reverse

Osmosis (RO) Plants to deliver water that meets the NEQS/WHO water quality standards including the following: 2.00 1 Set

1573650.00

a RO Controller b Automatic PLC System. c Feed pump, coupled with motor of requisite rating. d Pre Filtration e Activated Carbon Filter f Pre treatment chemical injection arrangement g Pressure pumps, coupled with motor of requisite rating. h Control panel, for complete system including connections i All Pipe work, including feed water pipe line, valves etc. j Pressure gauges and flow meters. k Feed water storage tank of 500 liter capacity l Product water storage tank of 1000 liter capacity

18 Provide additional filter (Arsenic, Nitrate & Fluoride) for thecontaminants encountered as need basis to meet the NEQS/WHO Water Quality Standards 1.00 1 No. 145000.00

19 Supply, Installation, Testing and commissioning of Electric WaterCooler - Atleast 400 Liter 1.00 1 No. 46500.00

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Reverse Osmosis (RO) Plant Capacity 1000 liter/ hour 20 Design, supply, install, testing and commissioning Reverse

Osmosis (RO) Plants to deliver water that meets the NEQS/WHO water quality standards including the following: 2.00 1 Set

1842750.00

a RO Controller b Automatic PLC System. c Feed pump, coupled with motor of requisite rating. d Pre Filtration e Activated Carbon Filter f Pre treatment chemical injection arrangement g Pressure pumps, coupled with motor of requisite rating. h Control panel, for complete system including connections i All Pipe work, including feed water pipe line, valves etc. j Pressure gauges and flow meters. k Feed water storage tank of 2000 litre capacity l Product water storage tanks 2no each of 2000 litre capacity Ultra Filtration (UF) Plants Capacity 250 liter/ hour

21 Design, supply, install, testing and commissioning Ultra Filtration(UF) Plants using ultrafiltration membrane for turbidity andbiological removal to deliver water that meets the NEQS/WHOwater quality standards including following equipment andaccessories complete in all respect. : 1.00 1 Set

1099800.00

a Automatic PLC System. b Pre Filtration (Sand Filtration) c Chemical Removal Filter as per site requirement d Activated carbon filter e Feed pump, coupled with motor of requisite rating. f Pressure pumps, coupled with motor of requisite rating (if

required). g Control panel, for complete system including connections. h All Pipe work, including feed water pipe line, valves etc. i Pressure gauges and flow meters. j Feed water storage tank of 500 liter capacity. k Product water storage tank of 1000 litre capacity Ultra Filtration (UF) Plants Capacity 1000 liter/ hour

22 Design, supply, install, testing and commissioning Ultra Filtration(UF) Plants using ultrafiltration membrane for turbidity andbiological removal to deliver water that meets the NEQS/WHOwater quality standards including following equipment andaccessories complete in all respect. : 1.00 1 Set

1333800.00

a Automatic PLC System. b Pre Filtration (Sand Filtration) c Chemical Removal Filter as per site requirement d Activated carbon filter e Feed pump, coupled with motor of requisite rating. f Pressure pumps, coupled with motor of requisite rating (if

required). g Control panel, for complete system including connections. h All Pipe work, including feed water pipe line, valves etc. i Pressure gauges and flow meters. j Feed water storage tank of 2000 liter capacity. k Product water storage tanks, 2 no each of 2000 liter capacity.

23 Installation 1000 LPH Submersible Pump Supplying & Installing Submersible pump having 1000 LPH with

suitable submersible motor i/c suitable dia raiser pipe etc. as persite requirement complete in all respect. The rate also includessubmersible electric cable, clamps, bends, foundation nuts andbolts, MCU,indicating light etc. 15.0 1 Set 109000.00

24 Installation 2000 LPH Submersible Pump Supplying & Installing Submersible pump having 2000 LPH with

suitable submersible motor i/c suitable dia raiser pipe etc. as persite requirement complete in all respect. The rate also includessubmersible electric cable, clamps, bends, foundation nuts andbolts, MCU,indicating light etc. 2.0 1 Set 160000.00

25 Operation & Maintenance

Page 27: TENDER AND CONTRACT DOCUMENTS - Punjab, Pakistan · firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Class contractor C-4 (Rs.200.000 millions) or above

1st Year 1.0 1 Year

7841270.00

2nd Year 1.0 1 Year

8625397.00

3rd Year 1.0 1 Year

9487936.00

PLANT ROOM & DISPENSER AREA (District Chiniot) (1 No.) 1 1 3 21b Excavation in foundation of buildings, bridges and other

structures including dabbling, dressing, refilling around structurewith excavated earth, watering and ramming lead up to onechain (30 m) and li ft. up to 5 ft. b) in ordinary soil 170.60 1000 Cft 7492.30

2 10 3 Providing, laying, watering and ramming brick ballast 1-1/2 to2" (40 mm to 50 mm) gauge mixed with 25 % sand, for floorfoundation, complete in all respects 43.98 100 Cft 4525.25

3 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:4:8 19.82 100 Cft 17653.60

4 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 133.13 100 Cft 17634.85

5 6 6 a ii Providing and laying reinforced cement concrete (includingprestressed concrete), using coarse sand and screened gradedand washed aggregate, in required shape and design, includingforms, moulds, shuttering, lifting, compacting, curing, renderingand finishing exposed surface, complete (but excluding the costof steel reinforcement, its fabrication and placing in position,etc.):- (a)(ii) Reinforced cement concrete in slab of rafts / stripfoundation, base slab of column and retaining walls; etc andother structural members other than those mentioned in 5(a) (i)above not requiring form work (i.e. horizental shuttering)complete in all respects:- (3) Type C (nominal mix 1: 2: 4) 50.00 1 Cft 271.55

6 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 153.00 100 Kg 14618.80

7 3 15 Filling, watering and ramming earth under floors: i) with surplusearth from foundation etc. 50.00 1000 Cft 3583.55

8 3 15 Filling, watering and ramming earth under floors:-ii)with new earthexcavated from outside, lead up to one chain (30 m). 50.00 1000 Cft 7193.30

9 3 24 Compaction of earthwork (soft, ordinary or hard soil) :-b)Compaction by rolling with animal driven roller/handrammed: ii) ordinary soil 50.00 1000 Cft 1243.70

10 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 52.50 100 Sft 2168.35 11 10 25 Laying floor of approved colored glazed tiles X "(6 mm) thick,

laid in white cement and pigment on a bed of W (20 mm) thickcement mortar 1:2. 152.50 100 Sft 16932.85

12 25 30 Making and fixing steel grated doors, complete with lockingarrangement, angle iron frame 2"x2"x3/8" (50x50x10 mm) and ¾"(20 mm) square bars 4" (100 mm) centre to centre. 22.00 1 Sft 1010.10

PLUMBING WORKS (1 No.) 13 19 26 Providing and fixing chromium plated bib cock. ii) 1.5 cm (1/2") 3.00 1 No. 339.30 14 19 27 Providing and fixing chromium plated tee stop cock 1.5 cm (1/2") 3.00 1 No. 459.30 COLLECTION CHAMBER (1 No.) 1

15 3 42 Earthwork excavation in open cutting for sewers and manholesas shown in drawings including shuttering and timbering,dressing to correct section and dimensions according totemplates and levels, and removing surface water, in all types ofsoil except shingle, gravel and rock:- i) 0 ft. to 7.0 ft. (0 to 2.10 m)depth 85.28 1000 Cft 6171.20

16 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 8.00 100 Cft 22309.60

17 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 30.38 100 Cft 17634.85

18 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 27.00 100 Sft 2168.35 19 6 6 a ii Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened gradedand washed aggregate, in required shape and design, including

2.97 1 Cft 271.55

Page 28: TENDER AND CONTRACT DOCUMENTS - Punjab, Pakistan · firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Class contractor C-4 (Rs.200.000 millions) or above

forms, moulds, shuttering, lifting, compacting, curing, renderingand finishing exposed surface, complete (but excluding the costof steel reinforcement, its fabrication and placing in position,etc.):- (a)(ii) Reinforced cement concrete in slab of rafts / stripfoundation, base slab of column and retaining walls; etc andother structural members other than those mentioned in 5(a) (i)above not requiring form work (i.e. horizental shuttering)complete in all respects:- (3) Type C (nominal mix 1: 2: 4)

20 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 9.10 100 Kg 14618.80

21 19 39 Supply and fitting of cast iron manhole cover with frame, etc.complete. i) 30 cm (12") dia 1.00 1 No. 205.95

MISCELLANEOUS ITEMS (1 No.) 1 22 10 43 Providing and laying Tuff pavers, having 7000PSI, crushing

strength of approved manufacturer, over 2"to3" sand cushion i/cgrouting with sand in joints i/c finishing to require slope .complete in all respect. (50% Grey / 50% Colored) ii) 60 mm thick 162.50 1 Sft 108.75

DRAIN PIPE UP TO INJECTION WELL OR EXISTING DRAINAGE SYSTEM (1 No.)

1

23 3 44 Excavation of trenches in all kinds of soil, except cutting rock, forwater supply pipelines up to 5 ft. (1.5 m) depth from ground level,including trimming, dressing sides, leveling the beds of trenchesto correct grade and cutting pits for joints, etc. complete in allrespects. 420.00 1000 Cft 5340.20

24 3 13 Rehandling of earthwork up to a lead 50 Ft (15m) 336.00 1000 Cft 2487.40 25 3 24 Compaction of Earthwork (soft, ordinary or hard soil): a) Mixing,

moisturizing up to optimum moisture content in layers forcompaction etc. complete 168.00 1000 Cft 852.55

26 3 24 b) Compaction by rolling by animal driven roller, hand rammed ii) Ordinary soil 168.00 1000 Cft 1243.70

22 23 15 Providing and installing P.V.C. blind pipe, B.S.S. Class `B', intube well bore hole, including sockets and solvents and jointingwith strainer, etc. complete. D) 6" i/d dia pipe 70.00 27 Rft 421.15

INJECTION WELL (1 No.) 1 23 23 5 Direct Rotary/Reverse Rotary drilling of bore for tubewells in all

types of soil except shingle, gravel and rock a) From ground levelto 250 ft. (75m) below ground level:- i) 12" to 15" (300 to 375mm) i/d 250.00 1 Rft 570.05

24 23 5 Direct Rotary/Reverse Rotary drilling of bore for tube wells inall types of soil except shingle, gravel and rock:-:- b) exceeding250 ft. ('75 m) depth below ground level:-i) 12" to 15" (300 to375 mm) i/d 140.00 1 Rft 570.05

25 23 7 Providing strong substantially built box of deodar wood 4' x 2.5'x 9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpurfor future reference due to space constraint in pre- fabricatedplant room. 1.00 1 No. 10181.20

26 23 11 Providing and installing, P.V.C. strainer B.S.S. Class '8', intube well bore hole, including sockets and solvents, etc.complete:-d) 6" Vd (150 mm) 65.00 1 Rft 324.95

27 23 15 Providing and installing P.V.C. blind pipe, B.S.S. Class `B', intube well bore hole, including sockets and solvents and jointingwith strainer, etc. complete. D) 6" i/d dia pipe 325.00 1 Rft 421.15

28 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:-

i) B.S.S. Class 'B' d) 6" Vd (150 mm) 1.00 1 No. 184.25 29 23 18 Shrouding with graded pea gravel 3/8" to 1/8"(10 to 3mm)

around tube well in borehole. 450.00 1 Cft 96.05 30 6 5 Cement concrete plain i/c placing compacting finishing & curing

complete i/c screening & washing of stone aggregate ratio 1:2:4 12.37 100 Cft 22309.60 1000 LITRE CAPACITY TUBEWELL (1 No.) 1

Page 29: TENDER AND CONTRACT DOCUMENTS - Punjab, Pakistan · firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Class contractor C-4 (Rs.200.000 millions) or above

31 23 1d Boring for tube well in all types of soil except shingle and rock,from ground level to 100 ft. (30 m) depth, including sinking andwithdrawing of casing pipe, complete 6" (150 mm) i/d 100.00 1 Rft 283.20

32 23 2a Boring for tube well in all types of soil except shingle, gravel &rock, from a depth of 100.1 ft. to 200 ft. (30 to 60 m) belowground level, including sinking and withdrawing of casing pipe,complete:-a)5" (125 mm) i/d 20.00 1 Rft 313.75

33 23 7 Providing strong substantially built box of deodar wood 4' x 2.5'x 9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpurfor future reference due to space constraint in pre- fabricatedplant room. 1.00 1 No. 10181.20

34 23 12 Providing and installing, P.V.C. strainer B.S.S. Class 'D', intube well bore hole, including sockets and solvents, etc.complete:-b) 4" i/d (100 mm) 10.00 1 Rft 298.50

35 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', intube well bore hole, including sockets and solvents and jointingwith strainer, etc. complete. b) 4" i/d dia pipe 8.00 1 Rft 364.50

36 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', intube well bore hole, including sockets and solvents and jointingwith strainer, etc. complete. d) 6" i/d dia pipe 104.00 1 Rft 756.75

37 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:-

i) B.S.S. Class 'D' b) 4" i/d (100 mm) 1.00 1 No. 120.85 38 23 17i Testing and developing of tube well of size 6" (150 mm) i/d and

above continuously. i) up to 1.5 cs. Discharge 72.00 1 Hour 1324.55 39 6 5 Cement concrete plain i/c placing compacting finishing & curing

complete i/c screening & washing of stone aggregate ratio 1:2:4 12.37 100 Cft 22309.60 NON-STANDERDIZED ITEMS PLANT ROOM & DISPENSER AREA (District Chiniot) (1 No.) 1 1 Providing & Installation MS Grill as per drawing 58 1 Sft 320.00 2

Supply and Fixing of Fiber Glass shed/shelter for Plant room as

per drawing and direction of Engineer In charge. 214 1 Sft 467.00 PLUMBING WORKS (1 No.) 3

Supply , Install, test and maintain domestic cold/Hot waterpolypropylene (PPRC) with minimum working pressure 15 bars at20⁰C Tigris, Green or approved equal pressure pipe for coldwater supply as per DIN 8077-8088 for pipes and DIN 16962 forfitting polyfusion welded joints) inside building including specials(sockets, tees, elbow, bends, crosses, reducers, plug and unionetc.) supported on walls including pipe hangers, supports, cuttingand making good the holes, complete in all respects as shown ondrawings and in accordance with the specifications. Ø 63 mm 10 1 Rft 500.00

ELECTRIFICATION (1 No.) 1.00 4 Electrical Works for Plant Wiring and Internal Lights. 1 1 Job 5000.00 5 Bore type, earthing up to permanent water level/moist soil by

arrangement of earth pit/point comprising of concrete/brickworkhousing with lifting cover 50mm perforated GI pipe, appropriatebare copper stranded conductor as per details in drawing. Theearthing and bonding shall be complete with fixing clamps etc. &all metal works shall be bonded to the proposed earthing network(assumed water level @30 meter depth) Drilling of earth bore 3"dia 30 ft. deep but up to permanent water table. Supply andinstallation of G.I pipe 2" dia 14 SWG to be installed in pre-madebore including all accessories like tees, bends, sockets etc. Pipeshall be connected to tinned copper spike as per detail shown ondrawing, complete in all respects.Supply and installation of tinnedcopper spike to be manufactured as per detail shown on drawing.Spike shall be connected/screwed at bottom of G.I pipe includingall accessories like nuts and bolts complete in all respect.Supplyand installation of 70 mm2 bare stranded electrolytic copperconductor lead in prelaid G.I pipe and connected to tinned copperspike as shown on drawing. 2 Nos. of leads to be installed

1 1 Job 125000.00

Page 30: TENDER AND CONTRACT DOCUMENTS - Punjab, Pakistan · firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Class contractor C-4 (Rs.200.000 millions) or above

including all accessories like brass nuts, bolts, washers etc.complete in all respect.Supply and installation of tinned earth testlink in earthing pit consisting of copper plate (12"x2'°x1/2") withfixing arrangement on the wall of man holeincluding brass nuts,bolts washers lugs etc. complete in all respect.

6

Construction of earthing pit (manhole) of internal size18"x18"x24" deep with 9" thick brick wall with cement mortar,internal plaster 1:4, RCC 4" thick cover with lifting hooksincluding all accessories complete in all respect.Design, supply, construction, testing and commissioning ofcompletion of the lightning protection system as per specificationclause 4.7.3.5 1 1 Job 19650.00

INJECTION WELL (1 No.) 1 7

Taking soil samples after every 10 feet depth or from each

strata change, testing submission of complete results ofstrata analysis. 1 1 Job 22320.00

8 Providing and fixing of PVC cap to cover the pump housing. 1 1 Job 375.00 1000 LITRE CAPACITY TUBEWELL (1 No.) 1 9 Taking soil samples after every 10 feet depth or from each

strata change, testing submission of complete results ofstrata analysis. 1.00 1 Job 20360.00

10 Providing and installation of PVC 6" * 4" size reducer complete i/cits jointing with housing and blind pipe. 1.00 1 Job 682.00

11 Providing and fixing of PVC cap to cover the pump housing. 1.00 1 Job 341.00 12 Providing and fixing on the pump housing pipe 6" dia at the

location in pump foundation, as shown in the drawing MSSuspension Clamp of 5th length made of 8" wide and 1/2" thickMS flat complete with 4 no. 5/8" dia nuts and bolts complete in allrespects. 1.00 1 Job 10912.00

13 Chemical and bacteriological testing of water samples 3 No. 3.00 1 Job 6820.00 Reverse Osmosis (RO) Plant Capacity 250 liter/ hour

14 Design, supply, install, testing and commissioning ReverseOsmosis (RO) Plants to deliver water that meets the NEQS/WHO water quality standards including the following: 1.00 1 Set

1456650.00

a RO Controller b Automatic PLC System. c Feed pump, coupled with motor of requisite rating. d Pre Filtration e Activated Carbon Filter f Pre treatment chemical injection arrangement g Pressure pumps, coupled with motor of requisite rating. h Control panel, for complete system including connections i All Pipe work, including feed water pipe line, valves etc. j Pressure gauges and flow meters. k Feed water storage tank of 500 liter capacity l Product water storage tank of 1000 liter capacity

15 Installation 1000 LPH Submersible Pump Supplying & Installing Submersible pump having 1000 LPH with

suitable submersible motor i/c suitable dia raiser pipe etc. as persite requirement complete in all respect. The rate also includessubmersible electric cable, clamps, bends, foundation nuts andbolts, MCU,indicating light etc. 1.0 1 Set 109000.00

16 Operation & Maintenance 1st Year 1.0 1 Year 451105.00 2nd Year 1.0 1 Year 496216.00 3rd Year 1.0 1 Year 545837.00 COLLECTION CHAMBER (District Jhang) (2 No.) 2 1 3 42 Earthwork excavation in open cutting for sewers and manholes

as shown in drawings including shuttering and timbering,dressing to correct section and dimensions according totemplates and levels, and removing surface water, in all types ofsoil except shingle, gravel and rock:- i) 0 ft. to 7.0 ft. (0 to 2.10 m)depth 170.56 1000 Cft 6171.20

2 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 16.00 100 Cft 22309.60

Page 31: TENDER AND CONTRACT DOCUMENTS - Punjab, Pakistan · firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Class contractor C-4 (Rs.200.000 millions) or above

3 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 60.76 100 Cft 17747.70

4 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 54.00 100 Sft 2168.35 5 6 6 a ii Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened gradedand washed aggregate, in required shape and design, includingforms, moulds, shuttering, lifting, compacting, curing, renderingand finishing exposed surface, complete (but excluding the costof steel reinforcement, its fabrication and placing in position,etc.):- (a)(ii) Reinforced cement concrete in slab of rafts / stripfoundation, base slab of column and retaining walls; etc andother structural members other than those mentioned in 5(a) (i)above not requiring form work (i.e. horizental shuttering)complete in all respects:- (3) Type C (nominal mix 1: 2: 4) 5.94 1 Cft 271.55

6 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 18.20 100 Kg 14618.80

7 19 39 Supply and fitting of cast iron manhole cover with frame, etc.complete. i) 30 cm (12") dia 2.00 1 No. 205.95

DRAIN PIPE UP TO INJECTION WELL OR EXISTING DRAINAGE SYSTEM (2 No.)

2

8 3 44 Excavation of trenches in all kinds of soil, except cutting rock, forwater supply pipelines up to 5 ft. (1.5 m) depth from ground level,including trimming, dressing sides, leveling the beds of trenchesto correct grade and cutting pits for joints, etc. complete in allrespects. 840.00 1000 Cft 5340.20

9 3 13 Rehandling of earthwork up to a lead 50 Ft (15m) 672.00 1000 Cft 2487.40 10 3 24 Compaction of Earthwork (soft, ordinary or hard soil): a) Mixing,

moisturizing up to optimum moisture content in layers forcompaction etc. complete 336.00 1000 Cft 852.55

11 3 24 b) Compaction by rolling by animal driven roller, hand rammed ii) Ordinary soil 336.00 1000 Cft 1243.70

12 23 15 Providing and installing P.V.C. blind pipe, B.S.S. Class `B', intube well bore hole, including sockets and solvents and jointingwith strainer, etc. complete. D) 6" i/d dia pipe 140.00 27 Rft 421.15

INJECTION WELL (2 No.) 2 13 23 5 Direct Rotary/Reverse Rotary drilling of bore for tubewells in all

types of soil except shingle, gravel and rock a) From ground levelto 250 ft. (75m) below ground level:- i) 12" to 15" (300 to 375mm) i/d 500.00 1 Rft 570.05

14 23 5 Direct Rotary/Reverse Rotary drilling of bore for tube wells inall types of soil except shingle, gravel and rock:-:- b) exceeding250 ft. ('75 m) depth below ground level:-i) 12" to 15" (300 to375 mm) i/d 280.00 1 Rft 570.05

15 23 7 Providing strong substantially built box of deodar wood 4' x 2.5'x 9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpurfor future reference due to space constraint in pre- fabricatedplant room. 2.00 1 No. 11560.00

16 23 11 Providing and installing, P.V.C. strainer B.S.S. Class '8', intube well bore hole, including sockets and solvents, etc.complete:-d) 6" Vd (150 mm) 130.00 1 Rft 324.95

17 23 15 Providing and installing P.V.C. blind pipe, B.S.S. Class `B', intube well bore hole, including sockets and solvents and jointingwith strainer, etc. complete. D) 6" i/d dia pipe 650.00 1 Rft 421.15

18 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:-

i) B.S.S. Class 'B' d) 6" Vd (150 mm) 2.00 1 No. 184.25 19 23 18 Shrouding with graded pea gravel 3/8" to 1/8"(10 to 3mm)

around tube well in borehole. 900.00 1 Cft 96.05 20 6 5 Cement concrete plain i/c placing compacting finishing & curing

complete i/c screening & washing of stone aggregate ratio 1:2:4 24.74 100 Cft 22309.60

Page 32: TENDER AND CONTRACT DOCUMENTS - Punjab, Pakistan · firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Class contractor C-4 (Rs.200.000 millions) or above

1000 LITRE CAPACITY TUBEWELL (2 No.) 2 21 23 1d Boring for tube well in all types of soil except shingle and rock,

from ground level to 100 ft. (30 m) depth, including sinking andwithdrawing of casing pipe, complete 6" (150 mm) i/d 200.00 1 Rft 283.20

22 23 2a Boring for tube well in all types of soil except shingle, gravel &rock, from a depth of 100.1 ft. to 200 ft. (30 to 60 m) belowground level, including sinking and withdrawing of casing pipe,complete:-a)5" (125 mm) i/d 40.00 1 Rft 313.75

23 23 7 Providing strong substantially built box of deodar wood 4' x 2.5'x 9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpurfor future reference due to space constraint in pre- fabricatedplant room. 2.00 1 No. 11560.00

24 23 12 Providing and installing, P.V.C. strainer B.S.S. Class 'D', intube well bore hole, including sockets and solvents, etc.complete:-b) 4" i/d (100 mm) 20.00 1 Rft 191.70

25 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', intube well bore hole, including sockets and solvents and jointingwith strainer, etc. complete. b) 4" i/d dia pipe 16.00 1 Rft 364.50

26 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', intube well bore hole, including sockets and solvents and jointingwith strainer, etc. complete. d) 6" i/d dia pipe 208.00 1 Rft 756.75

27 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:-

i) B.S.S. Class 'D' b) 4" i/d (100 mm) 2.00 1 No. 120.85 28 23 17i Testing and developing of tube well of size 6" (150 mm) i/d and

above continuously. i) up to 1.5 cs. Discharge 144.00 1 Hour 1324.55 29 6 5 Cement concrete plain i/c placing compacting finishing & curing

complete i/c screening & washing of stone aggregate ratio 1:2:4 24.74 100 Cft 22309.60 NON-STANDERDIZED ITEMS ELECTRIFICATION (2 No.) 2.00 1 Electrical Works for Plant Wiring and Internal Lights. 2 1 Job 5000.00 2

Bore type, earthing up to permanent water level/moist soil byarrangement of earth pit/point comprising of concrete/brickworkhousing with lifting cover 50mm perforated GI pipe, appropriatebare copper stranded conductor as per details in drawing. Theearthing and bonding shall be complete with fixing clamps etc. &all metal works shall be bonded to the proposed earthing network(assumed water level @30 meter depth) Drilling of earth bore 3"dia 30 ft. deep but up to permanent water table. Supply andinstallation of G.I pipe 2" dia 14 SWG to be installed in pre-madebore including all accessories like tees, bends, sockets etc. Pipeshall be connected to tinned copper spike as per detail shown ondrawing, complete in all respects.Supply and installation of tinned copper spike to be manufacturedas per detail shown on drawing. Spike shall beconnected/screwed at bottom of G.I pipe including allaccessories like nuts and bolts complete in all respect.Supply and installation of 70 mm2 bare stranded electrolyticcopper conductor lead in prelaid G.I pipe and connected to tinnedcopper spike as shown on drawing. 2 Nos. of leads to beinstalled including all accessories like brass nuts, bolts, washersetc. complete in all respect.Supply and installation of tinned earth test link in earthing pitconsisting of copper plate (12"x2'°x1/2") with fixing arrangementon the wall of man holeincluding brass nuts, bolts washers lugs etc. complete in allrespect. 2 1 Job 125000.00

3 Construction of earthing pit (manhole) of internal size18"x18"x24" deep with 9" thick brick wall with cement mortar,internal plaster 1:4, RCC 4" thick cover with lifting hooksincluding all accessories complete in all respect.Design, supply, construction, testing and commissioning of

2 1 Job 19650.00

Page 33: TENDER AND CONTRACT DOCUMENTS - Punjab, Pakistan · firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Class contractor C-4 (Rs.200.000 millions) or above

completion of the lightning protection system as per specificationclause 4.7.3.5

INJECTION WELL (1 No.) 2 4

Taking soil samples after every 10 feet depth or from each

strata change, testing submission of complete results ofstrata analysis. 2 1 Job 22320.00

5 Providing and fixing of PVC cap to cover the pump housing. 2 1 Job 375.00 1000 LITRE CAPACITY TUBEWELL (1 No.) 2 6 Taking soil samples after every 10 feet depth or from each

strata change, testing submission of complete results ofstrata analysis. 2.00 1 Job 20360.00

7 Providing and installation of PVC 6" * 4" size reducer complete i/cits jointing with housing and blind pipe. 2.00 1 Job 682.00

8 Providing and fixing of PVC cap to cover the pump housing. 2.00 1 Job 341.00 9 Providing and fixing on the pump housing pipe 6" dia at the

location in pump foundation, as shown in the drawing MSSuspension Clamp of 5th length made of 8" wide and 1/2" thickMS flat complete with 4 no. 5/8" dia nuts and bolts complete in allrespects. 2.00 1 Job 10912.00

10 Chemical and bacteriological testing of water samples 3 No. 6.00 1 Job 6820.00 Reverse Osmosis (RO) Plant Capacity 250 liter/ hour

11 Design, supply, install, testing and commissioning ReverseOsmosis (RO) Plants to deliver water that meets the NEQS/WHO water quality standards including the following: 1.00 1 Set

1456650.00

a RO Controller b Automatic PLC System. c Feed pump, coupled with motor of requisite rating. d Pre Filtration e Activated Carbon Filter f Pre treatment chemical injection arrangement g Pressure pumps, coupled with motor of requisite rating. h Control panel, for complete system including connections i All Pipe work, including feed water pipe line, valves etc. j Pressure gauges and flow meters. k Feed water storage tank of 500 liter capacity l Product water storage tank of 1000 liter capacity

12 Provide additional filter (Arsenic, Nitrate & Fluoride) for thecontaminants encountered as need basis to meet the NEQS/WHO Water Quality Standards 1.00 1 No. 145000.00

13 Supply, Installation, Testing and commissioning of Electric WaterCooler - Atleast 225 Liter 1.00 1 No. 37500.00

Reverse Osmosis (RO) Plant Capacity 500 liter/ hour 14 Design, supply, install, testing and commissioning Reverse

Osmosis (RO) Plants to deliver water that meets the NEQS/WHO water quality standards including the following: 1.00 1 Set

1573650.00

a RO Controller b Automatic PLC System. c Feed pump, coupled with motor of requisite rating. d Pre Filtration e Activated Carbon Filter f Pre treatment chemical injection arrangement g Pressure pumps, coupled with motor of requisite rating. h Control panel, for complete system including connections i All Pipe work, including feed water pipe line, valves etc. j Pressure gauges and flow meters. k Feed water storage tank of 500 liter capacity l Product water storage tank of 1000 liter capacity

15 Provide additional filter (Arsenic, Nitrate & Fluoride) for thecontaminants encountered as need basis to meet the NEQS/WHO Water Quality Standards 1.00 1 No. 145000.00

16 Supply, Installation, Testing and commissioning of Electric WaterCooler - Atleast 400 Liter 1.00 1 No. 46500.00

17 Installation 1000 LPH Submersible Pump Supplying & Installing Submersible pump having 1000 LPH with

suitable submersible motor i/c suitable dia raiser pipe etc. as per2.0 1 Set 109000.00

Page 34: TENDER AND CONTRACT DOCUMENTS - Punjab, Pakistan · firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Class contractor C-4 (Rs.200.000 millions) or above

site requirement complete in all respect. The rate also includessubmersible electric cable, clamps, bends, foundation nuts andbolts, MCU,indicating light etc.

18 Operation & Maintenance 1st Year 1.0 1 Year 919901.00 2nd Year

1.0 1 Year1011891.0

0 3rd Year

1.0 1 Year1113080.0

0

PLANT ROOM & DISPENSER AREA (District T.T. Singh) (3No.)

3

1 3 21b Excavation in foundation of buildings, bridges and otherstructures including dabbling, dressing, refilling around structurewith excavated earth, watering and ramming lead up to onechain (30 m) and li ft. up to 5 ft. b) in ordinary soil 511.80 1000 Cft 7492.30

2 10 3 Providing, laying, watering and ramming brick ballast 1-1/2 to2" (40 mm to 50 mm) gauge mixed with 25 % sand, for floorfoundation, complete in all respects 131.94 100 Cft 4465.25

3 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:4:8 59.46 100 Cft 17653.60

4 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 399.39 100 Cft 17747.70

5 6 6 a ii Providing and laying reinforced cement concrete (includingprestressed concrete), using coarse sand and screened gradedand washed aggregate, in required shape and design, includingforms, moulds, shuttering, lifting, compacting, curing, renderingand finishing exposed surface, complete (but excluding the costof steel reinforcement, its fabrication and placing in position,etc.):- (a)(ii) Reinforced cement concrete in slab of rafts / stripfoundation, base slab of column and retaining walls; etc andother structural members other than those mentioned in 5(a) (i)above not requiring form work (i.e. horizental shuttering)complete in all respects:- (3) Type C (nominal mix 1: 2: 4) 150.00 1 Cft 271.55

6 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 459.00 100 Kg 14616.95

7 3 15 Filling, watering and ramming earth under floors: i) with surplusearth from foundation etc. 150.00 1000 Cft 3583.55

8 3 15 Filling, watering and ramming earth under floors:-ii)with new earthexcavated from outside, lead up to one chain (30 m). 150.00 1000 Cft 7193.30

9 3 24 Compaction of earthwork (soft, ordinary or hard soil) :-b)Compaction by rolling with animal driven roller/handrammed: ii) ordinary soil 150.00 1000 Cft 1243.70

10 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 157.50 100 Sft 2168.35 11 10 25 Laying floor of approved colored glazed tiles X "(6 mm) thick,

laid in white cement and pigment on a bed of W (20 mm) thickcement mortar 1:2. 457.50 100 Sft 16932.85

12 25 30 Making and fixing steel grated doors, complete with lockingarrangement, angle iron frame 2"x2"x3/8" (50x50x10 mm) and ¾"(20 mm) square bars 4" (100 mm) centre to centre. 66.00 1 Sft 1001.15

PLUMBING WORKS (3 No.) 13 19 26 Providing and fixing chromium plated bib cock. ii) 1.5 cm (1/2") 9.00 1 No. 339.30 14 19 27 Providing and fixing chromium plated tee stop cock 1.5 cm (1/2") 9.00 1 No. 459.30 COLLECTION CHAMBER (3 No.) 3

15 3 42 Earthwork excavation in open cutting for sewers and manholesas shown in drawings including shuttering and timbering,dressing to correct section and dimensions according totemplates and levels, and removing surface water, in all types ofsoil except shingle, gravel and rock:- i) 0 ft. to 7.0 ft. (0 to 2.10 m)depth 255.84 1000 Cft 6171.20

16 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 24.00 100 Cft 22309.60

17 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 91.14 100 Cft 17747.70

Page 35: TENDER AND CONTRACT DOCUMENTS - Punjab, Pakistan · firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Class contractor C-4 (Rs.200.000 millions) or above

18 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 81.00 100 Sft 2168.35 19 6 6 a ii Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened gradedand washed aggregate, in required shape and design, includingforms, moulds, shuttering, lifting, compacting, curing, renderingand finishing exposed surface, complete (but excluding the costof steel reinforcement, its fabrication and placing in position,etc.):- (a)(ii) Reinforced cement concrete in slab of rafts / stripfoundation, base slab of column and retaining walls; etc andother structural members other than those mentioned in 5(a) (i)above not requiring form work (i.e. horizental shuttering)complete in all respects:- (3) Type C (nominal mix 1: 2: 4) 8.91 1 Cft 271.55

20 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 27.30 100 Kg 14616.95

21 19 39 Supply and fitting of cast iron manhole cover with frame, etc.complete. i) 30 cm (12") dia 3.00 1 No. 205.95

MISCELLANEOUS ITEMS (3 No.) 3 22 10 43 Providing and laying Tuff pavers, having 7000PSI, crushing

strength of approved manufacturer, over 2"to3" sand cushion i/cgrouting with sand in joints i/c finishing to require slope .complete in all respect. (50% Grey / 50% Colored) ii) 60 mm thick 487.50 1 Sft 108.75

DRAIN PIPE UP TO INJECTION WELL OR EXISTING DRAINAGE SYSTEM (3 No.)

3

23 3 44 Excavation of trenches in all kinds of soil, except cutting rock, forwater supply pipelines up to 5 ft. (1.5 m) depth from ground level,including trimming, dressing sides, leveling the beds of trenchesto correct grade and cutting pits for joints, etc. complete in allrespects. 1260.00 1000 Cft 5340.20

24 3 13 Rehandling of earthwork up to a lead 50 Ft (15m) 1008.00 1000 Cft 2487.40 25 3 24 Compaction of Earthwork (soft, ordinary or hard soil): a) Mixing,

moisturizing up to optimum moisture content in layers forcompaction etc. complete 504.00 1000 Cft 852.55

26 3 24 b) Compaction by rolling by animal driven roller, hand rammed ii) Ordinary soil 504.00 1000 Cft 1243.70

22 23 15 Providing and installing P.V.C. blind pipe, B.S.S. Class `B', intube well bore hole, including sockets and solvents and jointingwith strainer, etc. complete. D) 6" i/d dia pipe 210.00 27 Rft 421.15

INJECTION WELL (3 No.) 3 23 23 5 Direct Rotary/Reverse Rotary drilling of bore for tubewells in all

types of soil except shingle, gravel and rock a) From ground levelto 250 ft. (75m) below ground level:- i) 12" to 15" (300 to 375mm) i/d 750.00 1 Rft 570.05

24 23 5 Direct Rotary/Reverse Rotary drilling of bore for tube wells inall types of soil except shingle, gravel and rock:-:- b) exceeding250 ft. ('75 m) depth below ground level:-i) 12" to 15" (300 to375 mm) i/d 420.00 1 Rft 570.05

25 23 7 Providing strong substantially built box of deodar wood 4' x 2.5'x 9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpurfor future reference due to space constraint in pre- fabricatedplant room. 3.00 1 No. 11100.40

26 23 11 Providing and installing, P.V.C. strainer B.S.S. Class '8', intube well bore hole, including sockets and solvents, etc.complete:-d) 6" i/d (150 mm) 195.00 1 Rft 324.95

27 23 15 Providing and installing P.V.C. blind pipe, B.S.S. Class `B', intube well bore hole, including sockets and solvents and jointingwith strainer, etc. complete. D) 6" i/d dia pipe 975.00 1 Rft 421.15

28 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:-

i) B.S.S. Class 'B' d) 6" i/d (150 mm) 3.00 1 No. 184.25 29 23 18 Shrouding with graded pea gravel 3/8" to 1/8"(10 to 3mm) 1350.00 1 Cft 96.05

Page 36: TENDER AND CONTRACT DOCUMENTS - Punjab, Pakistan · firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Class contractor C-4 (Rs.200.000 millions) or above

around tube well in borehole.30 6 5 Cement concrete plain i/c placing compacting finishing & curing

complete i/c screening & washing of stone aggregate ratio 1:2:4 37.11 100 Cft 22309.60 1000 LITRE CAPACITY TUBEWELL (4 No.) 4

31 23 1d Boring for tube well in all types of soil except shingle and rock,from ground level to 100 ft. (30 m) depth, including sinking andwithdrawing of casing pipe, complete 6" (150 mm) i/d 400.00 1 Rft 283.20

32 23 2a Boring for tube well in all types of soil except shingle, gravel &rock, from a depth of 100.1 ft. to 200 ft. (30 to 60 m) belowground level, including sinking and withdrawing of casing pipe,complete:-a)5" (125 mm) i/d 80.00 1 Rft 313.75

33 23 7 Providing strong substantially built box of deodar wood 4' x 2.5'x 9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpurfor future reference due to space constraint in pre- fabricatedplant room. 4.00 1 No. 11100.40

34 23 12 Providing and installing, P.V.C. strainer B.S.S. Class 'D', intube well bore hole, including sockets and solvents, etc.complete:-b) 4" i/d (100 mm) 40.00 1 Rft 298.50

35 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', intube well bore hole, including sockets and solvents and jointingwith strainer, etc. complete. b) 4" i/d dia pipe 32.00 1 Rft 364.50

36 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', intube well bore hole, including sockets and solvents and jointingwith strainer, etc. complete. d) 6" i/d dia pipe 416.00 1 Rft 756.75

37 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:-

i) B.S.S. Class 'D' b) 4" i/d (100 mm) 4.00 1 No. 120.85 38 23 17i Testing and developing of tube well of size 6" (150 mm) i/d and

above continuously. i) up to 1.5 cs. Discharge 288.00 1 Hour 1324.55 39 6 5 Cement concrete plain i/c placing compacting finishing & curing

complete i/c screening & washing of stone aggregate ratio 1:2:4 49.48 100 Cft 22309.60 2000 LITRE CAPACITY TUBEWELL (2 No.) 2

40 23 1d Boring for tube well in all types of soil except shingle and rock,from ground level to 100 ft. (30 m) depth, including sinking andwithdrawing of casing pipe, complete 6" (150 mm) i/d 200.00 1 Rft 283.20

41 23 2a Boring for tube well in all types of soil except shingle, gravel &rock, from a depth of 100.1 ft. to 200 ft. (30 to 60 m) belowground level, including sinking and withdrawing of casing pipe,complete:-a)5" (125 mm) i/d 48.00 1 Rft 313.75

42 23 7 Providing strong substantially built box of deodar wood 4' x 2.5'x 9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpurfor future reference due to space constraint in pre- fabricatedplant room. 2.00 1 No. 11100.40

43 23 12 Providing and installing, P.V.C. strainer B.S.S. Class 'D', intube well bore hole, including sockets and solvents, etc.complete:-b) 4" i/d (100 mm) 24.00 1 Rft 298.50

44 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', intube well bore hole, including sockets and solvents and jointingwith strainer, etc. complete. b) 4" i/d dia pipe 20.00 1 Rft 364.50

45 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', intube well bore hole, including sockets and solvents and jointingwith strainer, etc. complete. d) 6" i/d dia pipe 208.00 1 Rft 756.75

46 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:-

i) B.S.S. Class 'D' b) 4" i/d (100 mm) 2.00 1 No. 120.85 47 23 17i Testing and developing of tube well of size 6" (150 mm) i/d and

above continuously. i) up to 1.5 cs. Discharge 144.00 1 Hour 1324.55 48 6 5 Cement concrete plain i/c placing compacting finishing & curing 24.74 100 Cft 22309.60

Page 37: TENDER AND CONTRACT DOCUMENTS - Punjab, Pakistan · firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Class contractor C-4 (Rs.200.000 millions) or above

complete i/c screening & washing of stone aggregate ratio 1:2:4 NON-STANDERDIZED ITEMS

PLANT ROOM & DISPENSER AREA (District T.T. Singh) (3

No.)3

1 Providing & Installation MS Grill as per drawing 174 1 Sft 320.00 2 Supply and Fixing of Fiber Glass shed/shelter for Plant room as

per drawing and direction of Engineer In charge. 642 1 Sft 467.00 PLUMBING WORKS (3 No.) 3

Supply , Install, test and maintain domestic cold/Hot waterpolypropylene (PPRC) with minimum working pressure 15 bars at20⁰C Tigris, Green or approved equal pressure pipe for coldwater supply as per DIN 8077-8088 for pipes and DIN 16962 forfitting polyfusion welded joints) inside building including specials(sockets, tees, elbow, bends, crosses, reducers, plug and unionetc.) supported on walls including pipe hangers, supports, cuttingand making good the holes, complete in all respects as shown ondrawings and in accordance with the specifications. Ø 63 mm 30 1 Rft 500.00

ELECTRIFICATION (6 No.) 6.00 4 Electrical Works for Plant Wiring and Internal Lights. 6 1 Job 5000.00 5

Bore type, earthing up to permanent water level/moist soil byarrangement of earth pit/point comprising of concrete/brickworkhousing with lifting cover 50mm perforated GI pipe, appropriatebare copper stranded conductor as per details in drawing. Theearthing and bonding shall be complete with fixing clamps etc. &all metal works shall be bonded to the proposed earthing network(assumed water level @30 meter depth) Drilling of earth bore 3"dia 30 ft. deep but up to permanent water table. Supply andinstallation of G.I pipe 2" dia 14 SWG to be installed in pre-madebore including all accessories like tees, bends, sockets etc. Pipeshall be connected to tinned copper spike as per detail shown ondrawing, complete in all respects.Supply and installation of tinnedcopper spike to be manufactured as per detail shown on drawing.Spike shall be connected/screwed at bottom of G.I pipe includingall accessories like nuts and bolts complete in all respect.Supplyand installation of 70 mm2 bare stranded electrolytic copperconductor lead in prelaid G.I pipe and connected to tinned copperspike as shown on drawing. 2 Nos. of leads to be installedincluding all accessories like brass nuts, bolts, washers etc.complete in all respect.Supply and installation of tinned earth testlink in earthing pit consisting of copper plate (12"x2'°x1/2") withfixing arrangement on the wall of man holeincluding brass nuts,bolts washers lugs etc. complete in all respect. 6 1 Job 125000.00

6

Construction of earthing pit (manhole) of internal size18"x18"x24" deep with 9" thick brick wall with cement mortar,internal plaster 1:4, RCC 4" thick cover with lifting hooksincluding all accessories complete in all respect.Design, supply, construction, testing and commissioning ofcompletion of the lightning protection system as per specificationclause 4.7.3.5 6 1 Job 19650.00

INJECTION WELL (3 No.) 3 7

Taking soil samples after every 10 feet depth or from each

strata change, testing submission of complete results ofstrata analysis. 3 1 Job 22320.00

8 Providing and fixing of PVC cap to cover the pump housing. 3 1 Job 375.00 1000 LITRE CAPACITY TUBEWELL (4 No.) 4 9 Taking soil samples after every 10 feet depth or from each

strata change, testing submission of complete results ofstrata analysis. 4.00 1 Job 20360.00

10 Providing and installation of PVC 6" * 4" size reducer complete i/cits jointing with housing and blind pipe. 4.00 1 Job 682.00

11 Providing and fixing of PVC cap to cover the pump housing. 4.00 1 Job 341.00 12 Providing and fixing on the pump housing pipe 6" dia at the

location in pump foundation, as shown in the drawing MSSuspension Clamp of 5th length made of 8" wide and 1/2" thickMS flat complete with 4 no. 5/8" dia nuts and bolts complete in allrespects. 4.00 1 Job 10912.00

Page 38: TENDER AND CONTRACT DOCUMENTS - Punjab, Pakistan · firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Class contractor C-4 (Rs.200.000 millions) or above

13 Chemical and bacteriological testing of water samples 3 No. 12.00 1 Job 6820.00 2000 LITRE CAPACITY TUBEWELL (2 No.) 2

14 Taking soil samples after every 10 feet depth or from eachstrata change, testing submission of complete results ofstrata analysis. 2.00 1 Job 20460.00

15 Providing and installation of PVC 6" * 4" size reducer complete i/cits jointing with housing and blind pipe. 2.00 1 Job 682.00

16 Providing and fixing of PVC cap to cover the pump housing. 2.00 1 Job 341.00 17 Providing and fixing on the pump housing pipe 6" dia at the

location in pump foundation, as shown in the drawing MSSuspension Clamp of 5th length made of 8" wide and 1/2" thickMS flat complete with 4 no. 5/8" dia nuts and bolts complete in allrespects. 2.00 1 Job 10912.00

18 Chemical and bacteriological testing of water samples 3 No. 6.00 1 Job 6820.00 Reverse Osmosis (RO) Plant Capacity 250 liter/ hour

19 Design, supply, install, testing and commissioning ReverseOsmosis (RO) Plants to deliver water that meets the NEQS/WHO water quality standards including the following: 4.00 1 Set

1456650.00

a RO Controller b Automatic PLC System. c Feed pump, coupled with motor of requisite rating. d Pre Filtration e Activated Carbon Filter f Pre treatment chemical injection arrangement g Pressure pumps, coupled with motor of requisite rating. h Control panel, for complete system including connections i All Pipe work, including feed water pipe line, valves etc. j Pressure gauges and flow meters. k Feed water storage tank of 500 liter capacity l Product water storage tank of 1000 liter capacity Reverse Osmosis (RO) Plant Capacity 1000 liter/ hour

20 Design, supply, install, testing and commissioning ReverseOsmosis (RO) Plants to deliver water that meets the NEQS/WHO water quality standards including the following: 2.00 1 Set

1456650.00

a RO Controller b Automatic PLC System. c Feed pump, coupled with motor of requisite rating. d Pre Filtration e Activated Carbon Filter f Pre treatment chemical injection arrangement g Pressure pumps, coupled with motor of requisite rating. h Control panel, for complete system including connections i All Pipe work, including feed water pipe line, valves etc. j Pressure gauges and flow meters. k Feed water storage tank of 2000 litre capacity l Product water storage tanks 2no each of 2000 litre capacity

21 Installation 1000 LPH Submersible Pump Supplying & Installing Submersible pump having 1000 LPH with

suitable submersible motor i/c suitable dia raiser pipe etc. as persite requirement complete in all respect. The rate also includessubmersible electric cable, clamps, bends, foundation nuts andbolts, MCU,indicating light etc. 4.0 1 Set 109000.00

22 Installation 2000 LPH Submersible Pump Supplying & Installing Submersible pump having 2000 LPH with

suitable submersible motor i/c suitable dia raiser pipe etc. as persite requirement complete in all respect. The rate also includessubmersible electric cable, clamps, bends, foundation nuts andbolts, MCU,indicating light etc. 2.0 1 Set 160000.00

23 Operation & Maintenance 1st Year

1.0 1 Year2812774.0

0 2nd Year

1.0 1 Year3094051.0

0 3rd Year

1.0 1 Year3403456.0

0

Page 39: TENDER AND CONTRACT DOCUMENTS - Punjab, Pakistan · firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Class contractor C-4 (Rs.200.000 millions) or above

COLLECTION CHAMBER (District Sahiwal) (1 No.) 1 1 3 42 Earthwork excavation in open cutting for sewers and manholes

as shown in drawings including shuttering and timbering,dressing to correct section and dimensions according totemplates and levels, and removing surface water, in all types ofsoil except shingle, gravel and rock:- i) 0 ft. to 7.0 ft. (0 to 2.10 m)depth 85.28 1000 Cft 6171.20

2 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 8.00 100 Cft 22468.00

3 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 30.38 100 Cft 17840.25

4 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 27.00 100 Sft 2180.60 5 6 6 a ii Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened gradedand washed aggregate, in required shape and design, includingforms, moulds, shuttering, lifting, compacting, curing, renderingand finishing exposed surface, complete (but excluding the costof steel reinforcement, its fabrication and placing in position,etc.):- (a)(ii) Reinforced cement concrete in slab of rafts / stripfoundation, base slab of column and retaining walls; etc andother structural members other than those mentioned in 5(a) (i)above not requiring form work (i.e. horizental shuttering)complete in all respects:- (3) Type C (nominal mix 1: 2: 4) 2.97 1 Cft 271.55

6 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 9.10 100 Kg 14619.00

7 19 39 Supply and fitting of cast iron manhole cover with frame, etc.complete. i) 30 cm (12") dia 1.00 1 No. 205.95

DRAIN PIPE UP TO INJECTION WELL OR EXISTING DRAINAGE SYSTEM (2 No.)

2

8 3 44 Excavation of trenches in all kinds of soil, except cutting rock, forwater supply pipelines up to 5 ft. (1.5 m) depth from ground level,including trimming, dressing sides, leveling the beds of trenchesto correct grade and cutting pits for joints, etc. complete in allrespects. 840.00 1000 Cft 5340.20

9 3 13 Rehandling of earthwork up to a lead 50 Ft (15m) 672.00 1000 Cft 1776.70 10 3 24 Compaction of Earthwork (soft, ordinary or hard soil): a) Mixing,

moisturizing up to optimum moisture content in layers forcompaction etc. complete 336.00 1000 Cft 852.55

11 3 24 b) Compaction by rolling by animal driven roller, hand rammed ii) Ordinary soil 336.00 1000 Cft 1243.70

12 23 15 Providing and installing P.V.C. blind pipe, B.S.S. Class `B', intube well bore hole, including sockets and solvents and jointingwith strainer, etc. complete. D) 6" i/d dia pipe 140.00 27 Rft 421.15

1000 LITRE CAPACITY TUBEWELL (3 No.) 3 13 23 1d Boring for tube well in all types of soil except shingle and rock,

from ground level to 100 ft. (30 m) depth, including sinking andwithdrawing of casing pipe, complete 6" (150 mm) i/d 300.00 1 Rft 283.20

14 23 2a Boring for tube well in all types of soil except shingle, gravel &rock, from a depth of 100.1 ft. to 200 ft. (30 to 60 m) belowground level, including sinking and withdrawing of casing pipe,complete:-a)5" (125 mm) i/d 60.00 1 Rft 313.75

15 23 7 Providing strong substantially built box of deodar wood 4' x 2.5'x 9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpurfor future reference due to space constraint in pre- fabricatedplant room. 3.00 1 No. 10640.80

16 23 12 Providing and installing, P.V.C. strainer B.S.S. Class 'D', intube well bore hole, including sockets and solvents, etc.complete:-b) 4" i/d (100 mm) 30.00 1 Rft 298.50

17 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in 24.00 1 Rft 364.50

Page 40: TENDER AND CONTRACT DOCUMENTS - Punjab, Pakistan · firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Class contractor C-4 (Rs.200.000 millions) or above

tube well bore hole, including sockets and solvents and jointingwith strainer, etc. complete. b) 4" i/d dia pipe

18 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', intube well bore hole, including sockets and solvents and jointingwith strainer, etc. complete. d) 6" i/d dia pipe 312.00 1 Rft 756.75

19 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:-

i) B.S.S. Class 'D' b) 4" i/d (100 mm) 3.00 1 No. 120.85 20 23 17i Testing and developing of tube well of size 6" (150 mm) i/d and

above continuously. i) up to 1.5 cs. Discharge 216.00 1 Hour 1324.55 21 6 5 Cement concrete plain i/c placing compacting finishing & curing

complete i/c screening & washing of stone aggregate ratio 1:2:4 37.11 100 Cft 22468.00 NON-STANDERDIZED ITEMS ELECTRIFICATION (3 No.) 3.00 1 Electrical Works for Plant Wiring and Internal Lights. 3 1 Job 5000.00 2

Bore type, earthing up to permanent water level/moist soil byarrangement of earth pit/point comprising of concrete/brickworkhousing with lifting cover 50mm perforated GI pipe, appropriatebare copper stranded conductor as per details in drawing. Theearthing and bonding shall be complete with fixing clamps etc. &all metal works shall be bonded to the proposed earthing network(assumed water level @30 meter depth) Drilling of earth bore 3"dia 30 ft. deep but up to permanent water table. Supply andinstallation of G.I pipe 2" dia 14 SWG to be installed in pre-madebore including all accessories like tees, bends, sockets etc. Pipeshall be connected to tinned copper spike as per detail shown ondrawing, complete in all respects.Supply and installation of tinned copper spike to be manufacturedas per detail shown on drawing. Spike shall beconnected/screwed at bottom of G.I pipe including allaccessories like nuts and bolts complete in all respect.Supply and installation of 70 mm2 bare stranded electrolyticcopper conductor lead in prelaid G.I pipe and connected to tinnedcopper spike as shown on drawing. 2 Nos. of leads to beinstalled including all accessories like brass nuts, bolts, washersetc. complete in all respect.Supply and installation of tinned earth test link in earthing pitconsisting of copper plate (12"x2'°x1/2") with fixing arrangementon the wall of man holeincluding brass nuts, bolts washers lugs etc. complete in allrespect. 3 1 Job 125000.00

3

Construction of earthing pit (manhole) of internal size18"x18"x24" deep with 9" thick brick wall with cement mortar,internal plaster 1:4, RCC 4" thick cover with lifting hooksincluding all accessories complete in all respect.Design, supply,construction, testing and commissioning of completion of thelightning protection system as per specification clause 4.7.3.5 3 1 Job 19650.00

1000 LITRE CAPACITY TUBEWELL (3 No.) 3 4 Taking soil samples after every 10 feet depth or from each

strata change, testing submission of complete results ofstrata analysis. 3.00 1 Job 20360.00

5 Providing and installation of PVC 6" * 4" size reducer complete i/cits jointing with housing and blind pipe. 3.00 1 Job 682.00

6 Providing and fixing of PVC cap to cover the pump housing. 3.00 1 Job 341.00 7 Providing and fixing on the pump housing pipe 6" dia at the

location in pump foundation, as shown in the drawing MSSuspension Clamp of 5th length made of 8" wide and 1/2" thickMS flat complete with 4 no. 5/8" dia nuts and bolts complete in allrespects. 3.00 1 Job 10912.00

8 Chemical and bacteriological testing of water samples 3 No. 9.00 1 Job 6820.00 Reverse Osmosis (RO) Plant Capacity 500 liter/ hour 9 Design, supply, install, testing and commissioning Reverse

Osmosis (RO) Plants to deliver water that meets the NEQS/WHO water quality standards including the following: 1.00 1 Set

1573650.00

a RO Controller b Automatic PLC System.

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c Feed pump, coupled with motor of requisite rating. d Pre Filtration e Activated Carbon Filter f Pre treatment chemical injection arrangement g Pressure pumps, coupled with motor of requisite rating. h Control panel, for complete system including connections i All Pipe work, including feed water pipe line, valves etc. j Pressure gauges and flow meters. k Feed water storage tank of 500 liter capacity l Product water storage tank of 1000 liter capacity Ultra Filtration (UF) Plants Capacity 250 liter/ hour

10 Design, supply, install, testing and commissioning Ultra Filtration(UF) Plants using ultrafiltration membrane for turbidity andbiological removal to deliver water that meets the NEQS/WHOwater quality standards including following equipment andaccessories complete in all respect. : 2.00 1 Set

1099800.00

a Automatic PLC System. b Pre Filtration (Sand Filtration) c Chemical Removal Filter as per site requirement d Activated carbon filter e Feed pump, coupled with motor of requisite rating. f Pressure pumps, coupled with motor of requisite rating (if

required). g Control panel, for complete system including connections. h All Pipe work, including feed water pipe line, valves etc. i Pressure gauges and flow meters. j Feed water storage tank of 500 liter capacity. k Product water storage tank of 1000 litre capacity

11 Provide additional filter (Arsenic, Nitrate & Fluoride) for thecontaminants encountered as need basis to meet the NEQS/WHO Water Quality Standards 2.00 1 No. 145000.00

12 Supply, Installation, Testing and commissioning of Electric WaterCooler - Atleast 225 Liter 2.00 1 No. 37500.00

13 Installation 1000 LPH Submersible Pump Supplying & Installing Submersible pump having 1000 LPH with

suitable submersible motor i/c suitable dia raiser pipe etc. as persite requirement complete in all respect. The rate also includessubmersible electric cable, clamps, bends, foundation nuts andbolts, MCU,indicating light etc. 3.0 1 Set 109000.

14 Operation & Maintenance 1st Year 1.0 1 Year 1362161 2nd Year 1.0 1 Year 1498377. 3rd Year 1.0 1 Year 1648215. PLANT ROOM & DISPENSER AREA (District Okara) (2 No.) 2 1 3 21b Excavation in foundation of buildings, bridges and other

structures including dabbling, dressing, refilling around structurewith excavated earth, watering and ramming lead up to onechain (30 m) and li ft. up to 5 ft. b) in ordinary soil 341.20 1000 Cft 7492.30

2 10 3 Providing, laying, watering and ramming brick ballast 1-1/2 to2" (40 mm to 50 mm) gauge mixed with 25 % sand, for floorfoundation, complete in all respects 87.96 100 Cft 4705.25

3 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:4:8 39.64 100 Cft 17653.60

4 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 266.26 100 Cft 18233.70

5 6 6 a ii Providing and laying reinforced cement concrete (includingprestressed concrete), using coarse sand and screened gradedand washed aggregate, in required shape and design, includingforms, moulds, shuttering, lifting, compacting, curing, renderingand finishing exposed surface, complete (but excluding the costof steel reinforcement, its fabrication and placing in position,etc.):- (a)(ii) Reinforced cement concrete in slab of rafts / stripfoundation, base slab of column and retaining walls; etc andother structural members other than those mentioned in 5(a) (i)above not requiring form work (i.e. horizental shuttering)

100.00 1 Cft 271.55

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complete in all respects:- (3) Type C (nominal mix 1: 2: 4)6 6 9(b) Fabrication of mild steel reinforcement for cement concrete,

including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 306.00 100 Kg 14614.25

7 3 15 Filling, watering and ramming earth under floors: i) with surplusearth from foundation etc. 100.00 1000 Cft 3583.55

8 3 15 Filling, watering and ramming earth under floors:-ii)with new earthexcavated from outside, lead up to one chain (30 m). 100.00 1000 Cft 7193.30

9 3 24 Compaction of earthwork (soft, ordinary or hard soil) :-b)Compaction by rolling with animal driven roller/handrammed: ii) ordinary soil 100.00 1000 Cft 1243.70

10 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 105.00 100 Sft 2168.35 11 10 25 Laying floor of approved colored glazed tiles X "(6 mm) thick,

laid in white cement and pigment on a bed of W (20 mm) thickcement mortar 1:2. 305.00 100 Sft 16932.85

12 25 30 Making and fixing steel grated doors, complete with lockingarrangement, angle iron frame 2"x2"x3/8" (50x50x10 mm) and ¾"(20 mm) square bars 4" (100 mm) centre to centre. 44.00 1 Sft 1001.00

PLUMBING WORKS (2 No.) 13 19 26 Providing and fixing chromium plated bib cock. ii) 1.5 cm (1/2") 6.00 1 No. 339.30 14 19 27 Providing and fixing chromium plated tee stop cock 1.5 cm (1/2") 6.00 1 No. 459.30 COLLECTION CHAMBER (2 No.) 3

15 3 42 Earthwork excavation in open cutting for sewers and manholesas shown in drawings including shuttering and timbering,dressing to correct section and dimensions according totemplates and levels, and removing surface water, in all types ofsoil except shingle, gravel and rock:- i) 0 ft. to 7.0 ft. (0 to 2.10 m)depth 255.84 1000 Cft 6171.20

16 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 24.00 100 Cft 22309.60

17 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 91.14 100 Cft 18233.70

18 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 81.00 100 Sft 2168.35 19 6 6 a ii Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened gradedand washed aggregate, in required shape and design, includingforms, moulds, shuttering, lifting, compacting, curing, renderingand finishing exposed surface, complete (but excluding the costof steel reinforcement, its fabrication and placing in position,etc.):- (a)(ii) Reinforced cement concrete in slab of rafts / stripfoundation, base slab of column and retaining walls; etc andother structural members other than those mentioned in 5(a) (i)above not requiring form work (i.e. horizental shuttering)complete in all respects:- (3) Type C (nominal mix 1: 2: 4) 8.91 1 Cft 271.55

20 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 27.30 100 Kg 14614.25

21 19 39 Supply and fitting of cast iron manhole cover with frame, etc.complete. i) 30 cm (12") dia 3.00 1 No. 205.95

MISCELLANEOUS ITEMS (2 No.) 2 22 10 43 Providing and laying Tuff pavers, having 7000PSI, crushing

strength of approved manufacturer, over 2"to3" sand cushion i/cgrouting with sand in joints i/c finishing to require slope .complete in all respect. (50% Grey / 50% Colored) ii) 60 mm thick 325.00 1 Sft 103.75

DRAIN PIPE UP TO INJECTION WELL OR EXISTING DRAINAGE SYSTEM (2 No.)

2

23 3 44 Excavation of trenches in all kinds of soil, except cutting rock, forwater supply pipelines up to 5 ft. (1.5 m) depth from ground level,including trimming, dressing sides, leveling the beds of trenchesto correct grade and cutting pits for joints, etc. complete in allrespects. 840.00 1000 Cft 5340.20

24 3 13 Rehandling of earthwork up to a lead 50 Ft (15m) 672.00 1000 Cft 1776.70

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25 3 24 Compaction of Earthwork (soft, ordinary or hard soil): a) Mixing,moisturizing up to optimum moisture content in layers forcompaction etc. complete 336.00 1000 Cft 852.55

26 3 24 b) Compaction by rolling by animal driven roller, hand rammed ii) Ordinary soil 336.00 1000 Cft 1243.70

22 23 15 Providing and installing P.V.C. blind pipe, B.S.S. Class `B', intube well bore hole, including sockets and solvents and jointingwith strainer, etc. complete. D) 6" i/d dia pipe 140.00 27 Rft 421.15

INJECTION WELL (1 No.) 1 23 23 5 Direct Rotary/Reverse Rotary drilling of bore for tubewells in all

types of soil except shingle, gravel and rock a) From ground levelto 250 ft. (75m) below ground level:- i) 12" to 15" (300 to 375mm) i/d 250.00 1 Rft 570.05

24 23 5 Direct Rotary/Reverse Rotary drilling of bore for tube wells inall types of soil except shingle, gravel and rock:-:- b) exceeding250 ft. ('75 m) depth below ground level:-i) 12" to 15" (300 to375 mm) i/d 140.00 1 Rft 570.05

25 23 7 Providing strong substantially built box of deodar wood 4' x 2.5'x 9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpurfor future reference due to space constraint in pre- fabricatedplant room. 1.00 1 No. 13858.00

26 23 11 Providing and installing, P.V.C. strainer B.S.S. Class '8', intube well bore hole, including sockets and solvents, etc.complete:-d) 6" i/d (150 mm) 65.00 1 Rft 324.95

27 23 15 Providing and installing P.V.C. blind pipe, B.S.S. Class `B', intube well bore hole, including sockets and solvents and jointingwith strainer, etc. complete. D) 6" i/d dia pipe 325.00 1 Rft 421.15

28 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:-

i) B.S.S. Class 'B' d) 6" i/d (150 mm) 1.00 1 No. 184.25 29 23 18 Shrouding with graded pea gravel 3/8" to 1/8"(10 to 3mm)

around tube well in borehole. 450.00 1 Cft 118.75 30 6 5 Cement concrete plain i/c placing compacting finishing & curing

complete i/c screening & washing of stone aggregate ratio 1:2:4 12.37 100 Cft 22309.60 1000 LITRE CAPACITY TUBEWELL (5 No.) 5

31 23 1d Boring for tube well in all types of soil except shingle and rock,from ground level to 100 ft. (30 m) depth, including sinking andwithdrawing of casing pipe, complete 6" (150 mm) i/d 500.00 1 Rft 283.20

32 23 2a Boring for tube well in all types of soil except shingle, gravel &rock, from a depth of 100.1 ft. to 200 ft. (30 to 60 m) belowground level, including sinking and withdrawing of casing pipe,complete:-a)5" (125 mm) i/d 100.00 1 Rft 313.75

33 23 7 Providing strong substantially built box of deodar wood 4' x 2.5'x 9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpurfor future reference due to space constraint in pre- fabricatedplant room. 5.00 1 No. 10640.80

34 23 12 Providing and installing, P.V.C. strainer B.S.S. Class 'D', intube well bore hole, including sockets and solvents, etc.complete:-b) 4" i/d (100 mm) 50.00 1 Rft 298.50

35 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', intube well bore hole, including sockets and solvents and jointingwith strainer, etc. complete. b) 4" i/d dia pipe 40.00 1 Rft 364.50

36 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', intube well bore hole, including sockets and solvents and jointingwith strainer, etc. complete. d) 6" i/d dia pipe 520.00 1 Rft 756.75

37 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:-

i) B.S.S. Class 'D' b) 4" i/d (100 mm) 5.00 1 No. 120.85 38 23 17i Testing and developing of tube well of size 6" (150 mm) i/d and 360.00 1 Hour 1324.55

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above continuously. i) up to 1.5 cs. Discharge39 6 5 Cement concrete plain i/c placing compacting finishing & curing

complete i/c screening & washing of stone aggregate ratio 1:2:4 61.85 100 Cft 22468.00 NON-STANDERDIZED ITEMS PLANT ROOM & DISPENSER AREA (District Okara) (2 No.) 2 1 Providing & Installation MS Grill as per drawing 116 1 Sft 320.00 2

Supply and Fixing of Fiber Glass shed/shelter for Plant room as

per drawing and direction of Engineer In charge. 428 1 Sft 467.00 PLUMBING WORKS (2 No.) 3

Supply , Install, test and maintain domestic cold/Hot waterpolypropylene (PPRC) with minimum working pressure 15 bars at20⁰C Tigris, Green or approved equal pressure pipe for coldwater supply as per DIN 8077-8088 for pipes and DIN 16962 forfitting polyfusion welded joints) inside building including specials(sockets, tees, elbow, bends, crosses, reducers, plug and unionetc.) supported on walls including pipe hangers, supports, cuttingand making good the holes, complete in all respects as shown ondrawings and in accordance with the specifications. Ø 63 mm 20 1 Rft 500.00

ELECTRIFICATION (5 No.) 5.00 4 Electrical Works for Plant Wiring and Internal Lights. 5 1 Job 5000.00 5

Bore type, earthing up to permanent water level/moist soil byarrangement of earth pit/point comprising of concrete/brickworkhousing with lifting cover 50mm perforated GI pipe, appropriatebare copper stranded conductor as per details in drawing. Theearthing and bonding shall be complete with fixing clamps etc. &all metal works shall be bonded to the proposed earthing network(assumed water level @30 meter depth) Drilling of earth bore 3"dia 30 ft. deep but up to permanent water table. Supply andinstallation of G.I pipe 2" dia 14 SWG to be installed in pre-madebore including all accessories like tees, bends, sockets etc. Pipeshall be connected to tinned copper spike as per detail shown ondrawing, complete in all respects.Supply and installation of tinned copper spike to be manufacturedas per detail shown on drawing. Spike shall beconnected/screwed at bottom of G.I pipe including allaccessories like nuts and bolts complete in all respect.Supply and installation of 70 mm2 bare stranded electrolyticcopper conductor lead in prelaid G.I pipe and connected to tinnedcopper spike as shown on drawing. 2 Nos. of leads to beinstalled including all accessories like brass nuts, bolts, washersetc. complete in all respect.Supply and installation of tinned earth test link in earthing pitconsisting of copper plate (12"x2'°x1/2") with fixing arrangementon the wall of man holeincluding brass nuts, bolts washers lugs etc. complete in allrespect. 5 1 Job 125000.00

6

Construction of earthing pit (manhole) of internal size18"x18"x24" deep with 9" thick brick wall with cement mortar,internal plaster 1:4, RCC 4" thick cover with lifting hooksincluding all accessories complete in all respect.Design, supply, construction, testing and commissioning ofcompletion of the lightning protection system as per specificationclause 4.7.3.5 5 1 Job 19650.00

INJECTION WELL (1 No.) 1 7

Taking soil samples after every 10 feet depth or from each

strata change, testing submission of complete results ofstrata analysis. 1 1 Job 22320.00

8 Providing and fixing of PVC cap to cover the pump housing. 1 1 Job 375.00 1000 LITRE CAPACITY TUBEWELL (5 No.) 5 9 Taking soil samples after every 10 feet depth or from each

strata change, testing submission of complete results ofstrata analysis. 5.00 1 Job 20360.00

10 Providing and installation of PVC 6" * 4" size reducer complete i/cits jointing with housing and blind pipe. 5.00 1 Job 682.00

11 Providing and fixing of PVC cap to cover the pump housing. 5.00 1 Job 341.00 12 Providing and fixing on the pump housing pipe 6" dia at the 5.00 1 Job 10912.00

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location in pump foundation, as shown in the drawing MSSuspension Clamp of 5th length made of 8" wide and 1/2" thickMS flat complete with 4 no. 5/8" dia nuts and bolts complete in allrespects.

13 Chemical and bacteriological testing of water samples 3 No. 15.00 1 Job 6820.00 Reverse Osmosis (RO) Plant Capacity 250 liter/ hour

14 Design, supply, install, testing and commissioning ReverseOsmosis (RO) Plants to deliver water that meets the NEQS/WHO water quality standards including the following: 1.00 1 Set

1456650.00

a RO Controller b Automatic PLC System. c Feed pump, coupled with motor of requisite rating. d Pre Filtration e Activated Carbon Filter f Pre treatment chemical injection arrangement g Pressure pumps, coupled with motor of requisite rating. h Control panel, for complete system including connections i All Pipe work, including feed water pipe line, valves etc. j Pressure gauges and flow meters. k Feed water storage tank of 500 liter capacity l Product water storage tank of 1000 liter capacity Reverse Osmosis (RO) Plant Capacity 500 liter/ hour

15 Design, supply, install, testing and commissioning ReverseOsmosis (RO) Plants to deliver water that meets the NEQS/WHO water quality standards including the following: 1.00 1 Set

1456650.00

a RO Controller b Automatic PLC System. c Feed pump, coupled with motor of requisite rating. d Pre Filtration e Activated Carbon Filter f Pre treatment chemical injection arrangement g Pressure pumps, coupled with motor of requisite rating. h Control panel, for complete system including connections i All Pipe work, including feed water pipe line, valves etc. j Pressure gauges and flow meters. k Feed water storage tank of 1000 litre capacity l Product water storage tanks 2no each of 1000 litre capacity OR 1

Tank of 2000 Liters Capacity Ultra Filtration (UF) Plants Capacity 250 liter/ hour

16 Design, supply, install, testing and commissioning Ultra Filtration(UF) Plants using ultrafiltration membrane for turbidity andbiological removal to deliver water that meets the NEQS/WHOwater quality standards including following equipment andaccessories complete in all respect. : 2.00 1 Set

1099800.00

a Automatic PLC System. b Pre Filtration (Sand Filtration) c Chemical Removal Filter as per site requirement d Activated carbon filter e Feed pump, coupled with motor of requisite rating. f Pressure pumps, coupled with motor of requisite rating (if

required). g Control panel, for complete system including connections. h All Pipe work, including feed water pipe line, valves etc. i Pressure gauges and flow meters. j Feed water storage tank of 500 liter capacity. k Product water storage tank of 1000 litre capacity

17 Provide additional filter (Arsenic, Nitrate & Fluoride) for thecontaminants encountered as need basis to meet the NEQS/WHO Water Quality Standards 2.00 1 No. 145000.00

18 Supply, Installation, Testing and commissioning of Electric WaterCooler - Atleast 225 Liter 2.00 1 No. 37500.00

Ultra Filtration (UF) Plants Capacity 1000 liter/ hour 19 Design, supply, install, testing and commissioning Ultra Filtration

(UF) Plants using ultrafiltration membrane for turbidity andbiological removal to deliver water that meets the NEQS/WHO

1.00 1 Set 1333800.00

Page 46: TENDER AND CONTRACT DOCUMENTS - Punjab, Pakistan · firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Class contractor C-4 (Rs.200.000 millions) or above

water quality standards including following equipment andaccessories complete in all respect. :

a Automatic PLC System. b Pre Filtration (Sand Filtration) c Chemical Removal Filter as per site requirement d Activated carbon filter e Feed pump, coupled with motor of requisite rating. f Pressure pumps, coupled with motor of requisite rating (if

required). g Control panel, for complete system including connections. h All Pipe work, including feed water pipe line, valves etc. i Pressure gauges and flow meters. j Feed water storage tank of 2000 liter capacity. k Product water storage tanks, 2 no each of 2000 liter capacity.

20 Installation 1000 LPH Submersible Pump Supplying & Installing Submersible pump having 1000 LPH with

suitable submersible motor i/c suitable dia raiser pipe etc. as persite requirement complete in all respect. The rate also includessubmersible electric cable, clamps, bends, foundation nuts andbolts, MCU,indicating light etc. 3.0 1 Set 109000.00

21 Operation & Maintenance 1st Year

1.0 1 Year2299752.0

0 2nd Year

1.0 1 Year2529728.0

0 3rd Year

1.0 1 Year2782700.0

0

CONDITIONS1 Conditional tenders/rates will not be entertained.2 The officer opening the tender shall reject the tender which does not bear the samp and signature of the issuing official and which is not submitted by

the same contractor to whom the tender form was issued.3 Construction schedule towards completion of work should be provided by the contractor within one week of the issuance of acceptance letter.4 Work must be started at site within fortnight from the issueance of acceptance letter,otherwise it will be considered as rescinded automatically5 Any item of woerk not included in this bid but during execution actually required to be executed at site will be paid after approval by the competent

authority.6 The work should be executed in aaccordance with the availability of funds as required under rule 2.82 of B&R Code, the department will not accept

any other reason what so ever related for completion of work.7 Any omission of the completion /error there in,for interpretation will be referred to standardized rates posted at website by finance department during Bi

Annual (1st January 2020 to 30th June 2020) for Various Districts and decision of the competent authority will be final and binding upon thecontractor.

8 The execution/completion of work strictly in accordance with the specification,approved design/drawing and requirements of contract agreement T.SEstimate to the entire satisfaction of the engineer-in-charge will be exclusove responsibility of the contractor.

9 All the conditions of "Revised Contract Agreement"and conditions mentioned in the DNIT will form part of the agreement and binding upon thecontractor.

10 In case of rates quoted 5% less than estimated rates, deposit at call for amount equivalent to a difference of cost between the bid amount and theestimate amount from any scheduled Bank shall be provided by the contractor as performance gurantee.

(Each Page Signed)

Executive EngineerContractor Public Health Engg: Division

Kasur

Page 47: TENDER AND CONTRACT DOCUMENTS - Punjab, Pakistan · firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Class contractor C-4 (Rs.200.000 millions) or above

SCHEDULE – A TO BID

SCHEDULE OF PRICES

Sr. No.

1. Preamble to Schedule of Prices

2. Schedule of Prices

(a) Summary of Bid Prices

* (b) Detailed Schedule of Prices

* (To be prepared by the Contractor)

(49)

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PREAMBLE TO SCHEDULE OF PRICES

1. General

1.1 The Schedule of Prices shall be read in conjunction with theConditions of Contract, Contract Data together with the Specificationsand Drawings, if any.

1.2 The Contract shall be for the whole of the Works as described in theseBidding Documents. Bids must be for the complete scope of works.

2. Description2.1 The general directions and descriptions of works and materials are not

necessarily repeated nor summarized in the Schedule of Prices.References to the relevant sections of the Bidding Documents shall bemade before entering prices against each item in the Schedule ofPrices.

3. Units & Abbreviations3.1 Units of measurement, symbols and abbreviations expressed in the

Bidding Documents shall comply with the SystemInternational d’Unites (SI Units) and Imperial System (if necessary)

4. Rates and Prices4.1 Except as otherwise expressly provided under the Conditions of

Contract, the rates and amounts entered in the Schedule of Prices shallbe the rates at which the Contractor shall be paid and shall be the fullinclusive value of the works set forth or implied in the Contract; exceptfor the amounts reimbursable, if any to the Contractor under theContract.

4.2 Unless otherwise stipulated in the Contract Data, the rates and pricesentered by the bidder shall not be subject to adjustment during theperformance of the Contract.

4.3 All duties, taxes and other levies payable by the Contractor shall be includedin the rates and prices.

4.4 The whole cost of complying with the provisions of the Contract shallbe included in the items provided in the Schedule of Prices, and whereno items are provided, the cost shall be deemed to be distributedamong the rates and prices entered for the related items of the Worksand no separate payment will be made for those items.

The rates, prices and amounts shall be entered against each item in theSchedule of Prices. Any item against which no rate or price is enteredby the bidder will not be paid for by the Employer when executed andshall be deemed covered by the rates and prices for other items in theSchedule of Prices.

4.5 (a) The Contractor shall be deemed to have obtained allinformation as to and all requirements related thereto whichmay affect the bid price.

(b) The Contractor shall be responsible to make completearrangements for the transportation of the Plant to the Site.

(50)

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4.6 The Contractor shall provide for all parts of the Works to be completedin every respect. Notwithstanding that any details, accessories, etc.required for the complete installation and satisfactory operation of theWorks, are not specifically mentioned in the Specifications, suchdetails shall be considered as included in the Contract Price.

5. Bid Prices

5.1 Break-up of Bid Prices

The various elements of Bid Prices shall be quoted and detailed by theContractor in the format of Schedule of Prices.

The bidder shall recognize such elements of the costs which he expectsto incur the performance of the Works and shall include all such costsin the rates and amounts entered in the Schedule of Prices.

5.2 Total Bid Price

The total of bid prices in the Schedule of Pricesshall be entered in theSummary of Bid Prices.

6. Provisional Sums

6.1 Provisional Sums included and so designated in the Schedule of Pricesif any, shall be expended in whole or in part at the direction anddiscretion of the /Employer. The Contractor will only receive paymentin respect of Provisional Sums if he has been instructed by theEmployer to utilize such sums.

Page 50: TENDER AND CONTRACT DOCUMENTS - Punjab, Pakistan · firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Class contractor C-4 (Rs.200.000 millions) or above

SCHEDULE - A TO BID

SCHEDULE OF PRICES – SUMMARY OF BID PRICES

(Rupees _________________________________________________________________.)(In Words)

SCHEDULE - A TO BID

DETAILED SCHEDULE OF PRICES- (ANNEXURE-D)(To be carried to Summary of Bid Prices)

(The bidders are advised to quote the rates/amount inclusive of all existing GOP and Provincial Taxes or any Local Taxes (if applicable)).

(52)

Page 51: TENDER AND CONTRACT DOCUMENTS - Punjab, Pakistan · firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Class contractor C-4 (Rs.200.000 millions) or above

SCHEDULE - B TO BID

*SPECIFIC WORKS DATA

Design, Supply, Installation, Testing and Commissioning of a Complete Filtration Plants for

PROVISION OF CLEAN & SAFE WATER FACILITY INEXISTING COLLEGES

Package-I (Faisalabad & Sahiwal)

The contractor will provide equipment as a complete Package detailed of which isdescribed in the Specifications.

The detail of Fault rectification plan must be provided along with Management Plan toaddress upcoming issues/complaints during the warranty period.

Page 52: TENDER AND CONTRACT DOCUMENTS - Punjab, Pakistan · firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Class contractor C-4 (Rs.200.000 millions) or above

SCHEDULE – C TO BID

WORKS TO BE PERFORMED BY SUBCONTRACTORS

The bidder will do the work with his own forces except the work listed below which he intends to sub-contract.

Items of Works Name and address of Statement of similarto be Sub-Contracted Sub-Contractors works previously

N/A N/A Executed (attachEvidence)

Note:

1. No change of Sub-Contractors shall be made by the bidder without prior approval ofthe Employer.

2. The truthfulness and accuracy of the statement as to the experience of Sub-Contractors is guaranteed by the bidder. The Employer’s judgment shall be final as tothe evaluation of the experience of Sub-Contractors submitted by the bidder.

3. Statement of similar works shall include description, location & value of works, yearcompleted and name & address of the clients.

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SCHEDULE – D TO BID

PROPOSED PROGRAMME OF WORKS

Bidder shall provide a program in a bar-chart showing the sequence of work items by which heproposes to complete the Works of the entire Contract. The program should indicate the sequence ofwork items and the period of time during which he proposes to complete the Works including theactivities like designing, schedule of submittal of drawings, ordering and procurement of materials,manufacturing, delivering, construction of civil works, erection, testing and commissioning of Worksto be supplied under the Contract.

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SCHEDULE – E TO BID

METHOD OF PERFORMING WORKS

The bidder is required to submit a narrative outlining the method of performing the Works. Thenarrative should indicate in detail and include but not be limited to:

The sequence and methods in which he proposes to carry out the Works, including thenumber of shifts per day and hours per shift, he expects to work.

A list of all major items of constructional and erectionalplant, tools and vehicles proposed tobe used in delivering/carrying out the Works at Site

The procedure for installation of equipment and transportation of equipment and materials to the site.

Organization chart indicating head office & field office personnel involved in management,supervision and engineering of the Works to be done under the Contract.

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SCHEDULE – F TO BID (INTEGRITY PACT)

DECLARATION OF FEES, COMMISSION AND BROKERAGE ETC.PAYABLE BY THE SUPPLIERS OF GOODS, SERVICES & WORKS IN

CONTRACTS WORTH RS. 10.00 MILLION OR MORE

Contract Value: ________________Contract Title: _________________

………………………………… [name of Supplier] hereby declares that it has not obtained or induced theprocurement of any contract, right, interest, privilege or other obligation or benefit from Government ofPunjab (GoP) or any administrative subdivision or agency thereof or any other entity owned or controlledby GoP through any corrupt business practice.

Without limiting the generality of the foregoing, [name of Supplier] represents and warrants that ithas fully declared the brokerage, commission, fees etc. paid or payable to anyone and not given or agreedto give and shall not give or agree to give to anyone within or outside Pakistan either directly or indirectlythrough any natural or juridical person, including its affiliate, agent, associate, broker, consultant, director,promoter, shareholder, sponsor or subsidiary, any commission, gratification, bribe, finder’s fee orkickback, whether described as consultation fee or otherwise, with the object of obtaining or inducing theprocurement of a contract, right, interest, privilege or other obligation or benefit in whatsoever form fromGoP, except that which has been expressly declared pursuant hereto.

[name of Supplier] certifies that it has made and will make full disclosure of all agreements andarrangements with all persons in respect of or related to the transaction with GoP and has not taken anyaction or will not take any action to circumvent the above declaration, representation or warranty.

[name of Supplier] accepts full responsibility and strict liability for making any false declaration, notmaking full disclosure, misrepresenting facts or taking any action likely to defeat the purpose of thisdeclaration, representation and warranty. It agrees that any contract, right, interest, privilege or otherobligation or benefit obtained or procured as aforesaid shall, without prejudice to any other rights andremedies available to GoP under any law, contract or other instrument, be voidable at the option of GoP.

Notwithstanding any rights and remedies exercised by GoP in this regard, [name of Supplier] agrees toindemnify GoP for any loss or damage incurred by it on account of its corrupt business practices andfurther pay compensation to GoP in an amount equivalent to ten time the sum of any commission,gratification, bribe, finder’s fee or kickback given by [name of Supplier] as aforesaid for the purpose ofobtaining or inducing the procurement of any contract, right, interest, privilege or other obligation orbenefit in whatsoever form from GoP.

Name of Buyer: ……………… Name of Seller/Supplier: …………

Signature: …………………… Signature: …………………………

[Seal] [Seal]

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CONDITIONS OF CONTRACT

TABLE OF CONTENTS

Clause No. Description1. General Provisions2. The Employer3. Employer’s Representatives4. The Contractor5. Design by Contractor6. Employer’s Risks7. Time for Completion8. Taking Over9. Remedying Defects10. Variations And Claims11. Contract Price And Payment12. Default13. Risks And Responsibilities14. Resolution of Disputes15. Integrity Pact

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CONDITIONS OF CONTRACT

1. GENERAL PROVISIONS

1.1 Definitions

In the Contract as defined below, the words and expressions defined shall have thefollowing meanings assigned to them, except where the context requires otherwise:

The Contract

1.1.1 “Contract” means the Contract Agreement and the other documents listed in the ContractData.

1.1.2 “Specifications” means the document as listed in the Contract Data, including Employer’srequirements in respect of design to be carried out by the Contractor (if any), and anyVariation to such document.

1.1.3 “Conceptual Drawings” means the Contractor’s drawings of the Works as listed in theContract Data, and any Variation to such drawings.

Persons

1.1.4 “Employer” means the person named in the Contract Data and the legal successors in titleto this person, but not (except with the consent of the Contractor) any assignee.

1.1.5 “Contractor” means the person named in the Contract Data and the legal successors intitle to this person, but not (except with the consent of the Employer) any assignee.

1.1.6 “Party” means either the Employer or the Contractor.

Dates, Times and Periods

1.1.7 “Commencement Date” means the date fifteen(15) days after the date the Contract comesinto effect or any other date named in the Contract Data.

1.1.8 “Day” means a calendar day

1.1.9 “Time for Completion” means the time for completing the Works as stated in the ContractData (or as extended under Sub-Clause 7.3), calculated from the Commencement Date.

Money and Payments

1.1.10 “Contract Price” means the agreed amount stated in the Letter of Acceptance as payableto the Contractor for the design, execution and completion of the works whether on or offthe Site, including overheads and similar charges but does not include any allowance forprofit.

Other Definitions

1.1.11 “Contractor’s Equipment” means all machinery, apparatus and other things required forthe execution of the Works but does not include Materials or Plant intended to form partof the Works.

1.1.12 “Country” means the Islamic Republic of Pakistan.

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1.1.13 “Employer’s Risks” means those matters listed in Sub-Clause 6.1.

1.1.14 “Force Majeure” means an event or circumstance which makes performance of a Party’sobligations illegal or impracticable and which is beyond that Party’s reasonable control.

1.1.15 ‘Materials” means things of all kinds (other than Plant) to be supplied and incorporated inthe Works by the Contractor.

1.1.16 “Plant” means the machinery and apparatus intended to form or forming part of theWorks.

1.1.17 “Site” means the places provided by the Employer where the Works are to be executed,and any other places specified in the Contract as forming part of the Site.

1.1.18 “Variation” means a change which is instructed by the Employer under Sub-Clause 10.1.

1.1.19 ‘Works” means any or all the works whether Supply, Installation, Testing,Commissioning etc. and design (if any) to be performed by the Contractor includingtemporary works and any variation thereof.

1.1.20 “Engineer” means the person notified by the Employer to act as Engineer for the purposeof the Contract and named as such in Contract Data.

1.2 Interpretation

Words importing persons or parties shall include firms and organizations. Wordsimporting singular or one gender shall include plural or the other gender where thecontext requires.

1.3 Priority of Documents

The documents forming the Contract are to be taken as mutually explanatory of oneanother. If an ambiguity or discrepancy is found in the documents, the priority of thedocuments shall be in accordance with the order as listed in the Contract Data.

1.4 Law

The law of the Contract is the relevant Law of Islamic Republic of Pakistan.

1.5 Communications

All Communications related to the Contract shall be in English language.

1.6 Statutory Obligations

The Contractor shall comply with the Laws of Islamic Republic of Pakistan and shall giveall notices and pay all fees and other charges in respect of the Works.

2. THE EMPLOYER

2.1 Provision of Site

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The Employer shall provide the Site and right of access thereto at the times stated in theContract Data.

2.2 Permits etc.

The Employer shall, if requested by the Contractor, assist him in applying for permits,licenses or approvals which are required for the Works.

2.3 Engineer’s/Employer’s Instructions

The Contractor shall comply with all instructions given by the Employer or the Engineer, if notified by the Employer, in respect of the Works including the suspension of all or partof the Works.

2.4 Approvals

No approval or consent or absence of comment by the Employer shall affect the Contractor’s obligations.

3. EMPLOYER’S REPRESENTATIVES

3.1 Authorized Person

The Employer shall appoint a duly authorized person to act for him and on his behalf forthe purposes of this Contract. Such authorized person shall be duly identified in theContract Data or otherwise notified in writing to the Contractor as soon as he is soappointed. In either case the Employer shall notify the Contractor, in writing, the precisescope of the authority of such authorized person at the time of his appointment.

3.2 Employer’s Representative

The name and address of Employer’s Representative is given in Contract Data. Howeverthe Contractor shall be notified by the Engineer/Employer, the delegated duties andauthority before the Commencement of Works.

4. THE CONTRACTOR

4.1 General Obligations

The Contractor shall carry out the Works properly and in accordance with the Contract.The Contractor shall provide all supervision, labour, Materials, Plant and Contractor’sEquipment which may be required.

4.2 Contractor’s Representative

The Contractor shall appoint a representative at site on full time basis to supervise theexecution of work and to receive instructions on behalf of the Contractor but only afterobtaining the consent of the Employer for such appointment which consent shall not beunreasonable withheld by the Employer. Such authorized representative may besubstituted/replaced by the Contractor at any time during the Contract Period but onlyafter obtaining the consent of the Employer as aforesaid.

4.3 Subcontracting

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The Contractor shall not subcontract the whole of the Works. The Contractor shall notsubcontract any part of the Works without the consent of the Employer.

4.4 Performance Security

The Contractor shall furnish to the Employer within seven(07) days after receipt of Letterof Acceptance a Performance Security 5% in the form of Bank Draft or Bank Guaranteeor in favor of Executive Engineer PHE Division Kasur.

5. DESIGN BY CONTRACTOR

5.1 Contractor’s Design

The Contractor shall carry out design to the extent specified, as referred to in the ContractData. The Contractor shall submit to the Employer all designs prepared by him at the timeof submission of Bid and design will be considered as a final design and Employer canreject the Bid technically if does not comply as per requirement.

5.2 Responsibility for Design

The Contractor shall remain responsible for his bided design and the design under thisClause, both of which shall be fit for the intended purposes defined in the Contract and heshall also remain responsible for any infringement of any patent or copyright in respect ofthe same. The Employer shall be responsible for the Specifications and Drawings (if anygiven).

5.3 Training

The Contractor shall give comprehensive on-the-spot training to the personnel designatedby the HED for each filtration plant for all system installed, such that the personnelbecome adequately capable to run, operate, maintain and repair the systems without theContractor's help.

Necessary, instruction material, such as manuals, booklets, pamphlets, drawings etc. shallalso be provided by the Contractor.

5.4 As-Built Drawings/Documents

Three Copies and one reproducible Copy along with Soft Copy of all As-Builtdrawings/documents in accordance to Employer’s Requirements is to be submitted by theContractor.

6. EMPLOYER’S RISKS

6.1 The Employer’s Risks

The Employer’s Risks are:-

a) war, hostilities (whether war be declared or not), invasion, act of foreign enemies,within the Country;

b) Rebellion, terrorism, revolution, insurrection, military or usurped power, or civilwar, within the Country;

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c) ionizing radiations, or contamination by radio-activity from any nuclear fuel, orfrom any nuclear waste from the combustion of nuclear fuel, radio-active toxicexplosive, or other hazardous properties of any explosive nuclear assembly ornuclear component of such an assembly, except to the extent to which theContractor/Sub-Contractors may be responsible for the use of any radio-activematerial;

d) Pressure waves caused by aircraft or other aerial devices travelling at sonic orsupersonic speeds;

e late handing over of sites, anomalies in drawings, late delivery of designs anddrawings of any part of the Works by the Employer’s personnel or by others forwhom the Employer is responsible;

h) A suspension under Sub-Clause 2.3 unless it is attributable to the Contractor’sfailure; and

i) Physical obstructions or physical conditions other than climatic conditions,encountered on the Site during the performance of the Works, for which theContractor immediately notified to the Employer and accepted by the Employer.

7. TIME FOR COMPLETION

7.1 Execution of the Works

The Contractor shall commence the Works on the Commencement Date and shall proceedexpeditiously and without delay and shall complete the Works, subject to Sub-Clause 7.3below, within the Time for Completion.

7.2 ProgramWithin the time stated in the Contract Data, the Contractor shall submit to the Employer aprogram for the Works in the form stated in the Contract Data.

7.3 Extension of Time

The Contractor shall, within such time as may be reasonable under the circumstances,notify the Employer of any event(s) falling within the scope of Sub-Clause 6.1 or 10.3 ofthese Conditions of Contract and request the Employer/Engineer for a reasonableextension in the time for the completion of Works. Subject to the aforesaid, the Employershall determine such reasonable extension in the time for the completion of Works as maybe justified in the light of the details/particulars supplied by the Contractor in connectionwith the such determination by the Employer within such period as may be prescribed bythe Employer/Engineer for the same; and the Employer shall extend the Time forCompletion as determined.

7.4 Late Completion

If the Contractor fails to complete the Works within the Time for Completion, theContractor’s only liability to the Employer for such failure shall be to pay the amountstated in the Contract Data for each day for which he fails to complete the Works.

8. TAKING-OVER8.1 Completion

The Contractor may notify the Employer when he considers that the Works are complete.

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8.2 Taking-Over Notice

Within fourteen (14) days of the receipt of the said notice of completion from theContractor the Employer shall either takeover the completed Works and issue aCertificate of Completion to that effect or shall notify the Contractor his reasons for nottaking-over the Works. While issuing the Certificate of Completion as aforesaid, theEmployer may identify any outstanding items of work which the Contractor shallundertake during the Maintenances Period.

9. REMEDYING DEFECTS9.1 Remedying Defects

The Contractor shall for a period of one (01) year from the date of issue of the Certificateof Completion carry out, at no cost to the Employer, repair and rectification work whichis necessitated by the earlier execution of poor quality of work or use of belowspecifications material in the execution of Works and which is so identified by theEmployer in writing within the said period. Upon expiry of the said period, i.e. one (01)year after completion certificate, and subject to the Contractor’s faithfully performing hisaforesaid obligations, the Employer/Engineer shall issue a Maintenance Certificatewhereupon all obligations of the Contractor under this Contract shall come to an end.

Failure to remedy any such defects or complete outstanding work within a reasonabletime shall entitle the Employer to carry out all necessary works at the Contractor’s cost.

9.2 Uncovering and TestingThe Employer may give instruction as to the uncovering and/or testing of any work.Unless as a result of an uncovering and/or testing it is established that the Contractor’sdesign, Materials, Plant or workmanship are not in accordance with the Contract, theContractor shall be paid for such uncovering and/or testing as a Variation in accordancewith Sub-Clause 10.2.

10. VARIATIONS AND CLAIMS10.1 Right to Vary

The Employer/Engineer may issue Variation Order(s) in writing. Where for any reason ithas not been possible for the Employer/Engineer to issue such Variations Order(s), theContractor may confirm any verbal orders given by the Employer/Engineer in writing andif the same are not refuted/denied by the Employer/Engineer within seven (7) days of thereceipt of such confirmation the same shall be deemed to be a Variation Orders for thepurposes of this Sub-Clause.

10.2 Valuation of VariationsVariations shall be valued as follows:a) Where appropriate, at rates in the Contract, or

b) In the absence of appropriate rates, the rates in the Contract shall be used as thebasis for valuation, or failing which

c) At appropriate new rates, as may be agreed or which the Engineer/Employerconsiders appropriate.

10.3 Early Warning

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The Contractor shall notify the Engineer/Employer in writing as soon as he is aware ofany circumstance which may delay or disrupt the Works, or which may give rise to aclaim for additional payment.To the extent of the Contractor’s failure to notify, whichresults to the Engineer/Employerbeing unable to keep all relevant records or not taking steps to minimize any delay,disruption, or Cost, or the value of any Variation, the Contractor’s entitlement toextension ofthe Time for Completion or additional payment shall be reduced/rejected.

10.4. Valuation of ClaimsIf the Contractor incurs Cost as a result of any of the Employer’s Risks, the Contractorshall not be entitled.

10.5 Variation and Claim ProcedureThe Contractor shall submit to the Engineer/Employer an itemized make-up of the valueof variations and claims within twenty eight(28) days of the instruction or of the eventgiving rise to the claim. The Engineer/Employer shall check and if possible agree thevalue. In the absence of agreement, the Employer shall determine the value.

11. CONTRACT PRICE AND PAYMENT11.1 Contract Price

The Contract Price shall be accompanied by detailed price breakdowns of items,indicating quantities, unit rates and other pricing information in Schedule ofPrices. Prices shall be entered keeping in view the Instructions to Bidders, andEmployer’s Requirements.

11.2 Valuation of the WorksThe Works shall be valued as provided for in the Contract Data, subject to Clause 10.

11.3 Advance PaymentMobilization Advance Payment would be made as per rules if any.

11.4 Interim / Final PaymentsWithin a period not exceeding Fourteen (14) days from the date of submission of astatement for interim / Final payment by the Contractor on achievement of any milestoneas per Sub Clause 11.5, the Employer shall verify the same and within a period notexceeding thirty (30) days from the said date of submission by the Contractor, theEmployer shall pay to the Contractor the sum verified less retention money at the ratestated in the Contract Data.

11.5 Schedule of Payments

Interim payments will be made to the Contract as per the work done at site.

Note: * Deductions will be carried out as per rules. 11.6 Retention

Retention moneyshall be paid by the Employer to the Contractor after the expiry of the periodstated in Sub-Clause 9.1.

11.7 Currency

Payment shall be in the currency stated in the Contract Data.

12. DEFAULT

12.1 Defaults by Contractor

If the Contractor abandons the Works, refuses or fails to comply with a valid instruction of theEmployer or fails to proceed expeditiously and without delay, or is, despite a written complaint, in

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breach of the Contract, the Employer may give notice referring to this Sub-Clause and stating thedefault.

If the Contractor has not taken all practicable steps to remedy the default within fourteen(14) daysafter receipt of the Employer’s notice, the Employer may by a second notice given within afurther twenty one(21) days, terminate the Contract. The Contractor shall then demobilize fromthe Site leaving behind any Contractor’s Equipment which the Employer instructs, in the secondnotice, to be used for the completion of the Works at the risk and cost of the Contractor.

12.2 Defaults by Employer

If the Employer fails to pay in accordance with the Contract, or is, despite a written complaint, inbreach of the Contract, the Contractor may give notice referring to this Sub-Clause and stating thedefault. If the default is not remedied within fourteen(14) days after the Employer’s receipt of thisnotice, the Contractor may suspend the execution of all or parts of the Works.

If the default is not remedied within twenty eight(28) days after the Employer’s receipt of theContractor’s notice, the Contractor may by a second notice given within a further twenty one (21)days, terminate the Contract. The Contractor shall then demobilize from the Site.

12.3 Insolvency

If a Party is declared insolvent under any applicable law, the other Party may by notice terminatethe Contract immediately. The Contractor shall then demobilize from the Site leaving behind, inthe case of the Contractor’s insolvency; any Contractor’s Equipment which the Employerinstructs in the notice is to be used for the completion of the Works.

12.4 Payment upon Termination

After termination, the Contractor shall be entitled to payment of the unpaid balance of the valueof the Works executed. adjusted by the following:

a) if the Employer has terminated under Sub-Clause 12.1 or 12.3, the Employer shall beentitled to a sum equivalent to twenty percent(20%) of the value of parts of the Works notexecuted at the date of the termination, and

The net balance due shall be paid or repaid within twenty eight(28) days of the notice oftermination.

13. RISKS AND RESPONSIBILITIES

13.1 Contractor’s Care of the Works

Subject to Sub-Clause 9.1, the Contractor shall take full responsibility for the care of the Worksfrom the Commencement Date until the date of the Employer’s/Engineer’s issuance of Certificateof Completion under Sub-Clause 8.2. Responsibility shall then pass to the Employer. If any lossor damage happens to the Works during the above period, the Contractor shall rectify such loss ordamage so that the Works conform to the Contract.

13.2 Force Majeure

If Force Majeure occurs, the Contractor shall notify the Engineer/Employer immediately. Ifnecessary, the Contractor may suspend the execution of the Works and, to the extent agreed withthe Employer demobilize the Contractor’s Equipment.

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If the event continues for a period of eighty four (84) days, either Party may then give notice oftermination which shall take effect twenty eight (28) days after the giving of the notice.

After termination, the Contractor shall be entitled to payment of the unpaid balance of the valueof the Works executed adjusted by the following:

Less any sums to which the Employer is entitled.

The net balance due shall be paid or repaid within thirty five (35) days of the notice oftermination.

14. RESOLUTION OF DISPUTES

14.1 Employer’s Decision

If a dispute of any kind whatsoever arises between the Employer and the Contractor in connectionwith the Works, the matter in dispute shall, in the first place, be referred in writing to theEmployer/Contractor, with a copy to the other party. Such reference shall state that it is madepursuant to this Clause. No later than the twenty eight (28) days after the day on which hereceived such reference, the Employer / Contractor shall give notice of his decision to the otherparty

Unless the Contract has already been repudiated or terminated, the Contractor shall, in every case,continue to proceed with the Work with all due diligence, and the Contractor and the Employershall give effect forthwith to every such decision unless and until the same shall be revised, ashereinafter provided in an arbitral award.

14.2 Notice of Dissatisfaction

If a Party is dissatisfied with the decision or if no decision is given within the time set out in Sub-Clause 15.1 here above, the Party may give notice of dissatisfaction referring to this Sub-Clausewithin fourteen(14) days of receipt of the decision or the expiry of the time for the decision. If nonotice of dissatisfaction is given within the specified time, the decision shall be final and bindingon the Parties. If notice of dissatisfaction is given within the specified time, the decision shall bebinding on the Parties who shall give effect to it without delay unless and until the decision by anarbitrator.

14.3 Arbitration

A dispute which has been the subject of a notice of dissatisfaction shall be finally settled as perprovisions of Arbitration Act 1940 (Act No. X of 1940) and Rules made thereunder and anystatutory modifications thereto. Any hearing shall be held at the place specified in the ContractData and in the language referred to in Sub-Clause 1.5.

15 INTEGRITY PACT

15.1 If the Contractor or any of his Sub-Contractors, agents or servants is found to have violated orinvolved in violation of the Integrity Pact signed by the Contractor as Schedule-F to his Bid, then theEmployer shall be entitled to:

(a) recover from the Contractor an amount equivalent to ten times the sum of any commission,gratification, bribe, finder’s fee or kickback given by the Contractor or any of his Sub-Contractors, agents or servants;

(b) Terminate the Contract; and

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(b) Recover from the Contractor any loss or damage to the Employer as a result of such terminationor of any other corrupt business practices of the Contractor or any of his Sub-Contractors, agentsor servants.

On termination of the Contract under Sub-Para (b) of this Sub-Clause, the Contractor shall demobilizefrom the Site leaving behind Contractor’s Equipment which the Employer instructs, in the terminationnotice, to be used for the completion of the Works at the risk and cost of the Contractor. Paymentupon such termination shall be made under Sub-Clause 12.4, in accordance with Sub-Para (c) thereof,after having deducted the amounts due to the Employer under Sub-Para (a) and (c) of this Sub-Clause.

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CONTRACT DATA

(Note: Except where otherwise indicated, all Contract Data should be filled in by the Employer prior toissuance of the Bidding Documents.)

Sub-Clauses of

Conditions of Contract

1.1.3 Conceptual Drawings

(To be prepared and submitted by the Contractor)

1.1.4 The Employer means

Public Health Engineering Department.

1.1.5 The Contractor means

Successful Responsive Bidder (Substantial Responsive Bidder) to whom

Letter of Acceptance (i.e. Work Order) is issued

1.1.7 Commencement Date means the date of issue of Employer’s Notice to Commence which shall beissued withinfifteen (15) days of the signing of the Contract Agreement.

1.1.9 Time for Completion(395) days

1.3 Documents forming the Contract listed in the order of priority:

(a) The Contract Agreement

(b) Letter of Acceptance

(c) The completed Form of Bid

(d) Contract Data

(e) Conditions of Contract

(f) The completed Schedules to Bid including Schedule of Prices

(g) Conceptual Drawings

(h) Employer’s Requirements

(i) Required Technical Specifications & Bidder’s Data

(j) ___________________

(k) ___________________

(The Employer may add, in order of priority, such other documents as form part of the Contract.Delete the document, if not applicable)

2.1 Provision of Site: On the Commencement Date*

3.1 Authorizedperson :_________________

3.2 Name and address of Employer’s representative ______________________

4.4 Performance Security:

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Amount5% of Contract Prices

Validity01 Year from Job Completion/ Taking Over Certificate

(Form: As provided under Standard Forms* of these Documents)

Furthermore, Additional performance security will be taken as per the following:

In case the total tendered amount is less than 5% or below of the approved estimated (DNIT) amount, the

lowest bidder will have to deposit additional performance security from the scheduled Bank equal to the

difference of Estimated cost and tendered/bid amount.

5.1 Requirements for Contractor’s design (if any):

As per Employer’s Requirements and Specifications

7.2 Program:

Time for submission: Within Fifteen (15) days* of the Commencement Date.

Form of program: (Bar Chart/CPM/PERT or other)

7.4 Amount payable due to failure to complete shall be _0.25%per day up to a maximum of (10%) * of

sum stated in the Letter of Acceptance

9.1 Period for remedying defects

15 Days

10.2 (e) Variation procedures:

Daywork rates______________

__N/A________________________(details)

11.1 *(a) Schedule of Payments

As given above at 11.5

11.3 Percentage of retention:five (5%)

11.6 Currency of payment: Pak. Rupees

15.3 Arbitration

Place of Arbitration:Office of the Executive Engineer PHE Division Kasur.

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STANDARD FORMS

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FORM OF PERFORMANCE SECURITY

(Bank Guarantee or Insurance Guarantee)

Guarantee No._____________________Executed on _____________________

(Letter by the Guarantor to the Employer)

Name of Guarantor (Scheduled Bank in Pakistan) with

address:_________________________________

Name of Principal (Contractor) with address:_______________________________________________________________________________________________________________________________

Penal Sum of Security (express in words and figures)________________________________________________________________________________________________________________________________

Letter of Acceptance No.________________________________Dated __________

KNOW ALL MEN BY THESE PRESENTS, that in pursuance of the terms of the Bidding Documents andabove said Letter of Acceptance (hereinafter called the Documents) and at the request of the said Principal we,the Guarantor above named, are held and firmly bound unto the__________________________________________________ (hereinafter called the Employer) in the penalsum of the amount stated above, for the payment of which sum well and truly to be made to the saidEmployer, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmlyby these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH, that whereas the Principal has accepted theEmployer's above said Letter of Acceptance for ________ __________________________________ (Nameof Contract) for the ___________

_______________________________ (Name of Project).

NOW THEREFORE, if the Principal (Contractor) shall well and truly perform and fulfill all the undertakings,covenants, terms and conditions of the said Documents during the original terms of the said Documents andany extensions thereof that may be granted by the Employer, with or without notice to the Guarantor, whichnotice is, hereby, waived and shall also well and truly perform and fulfill all the undertakings, covenants termsand conditions of the Contract and of any and all modifications of the said Documents that may hereafter bemade, notice of which modifications to the Guarantor being hereby waived, then, this obligation to be void;otherwise to remain in full force and virtue till all requirements of Clause 9, Remedying Defects, ofConditions of Contract are fulfilled.

Our total liability under this Guarantee is limited to the sum stated above and it is a condition of any liabilityattaching to us under this Guaranteethat the claim for payment in writing shall be received by us within thevalidity period of this Guarantee, failing which we shall be discharged of our liability, if any, under thisGuarantee.

We, ____________________________________ (the Guarantor), waiving all objections and defenses underthe Contract, do hereby irrevocably and independently guarantee to pay to the Employer without delay uponthe Employer's first written demand without cavil or arguments and without requiring the Employer to proveor to show grounds or reasons for such demand any sum or sums up to the amount stated above, against theEmployer's written declaration that the Principal has refused or failed to perform the obligations under theContract,forwhich payment will be effected by the Guarantor to Employer’s designated Bank & AccountNumber.

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PROVIDED ALSO THAT the Employer shall be the sole and final judge for deciding whether the Principal(Contractor) has duly performed his obligations under the Contract or has defaulted in fulfilling saidobligations and the Guarantor shall pay without objection any sum or sums up to the amount stated aboveupon first written demand from the Employer forthwith and without any reference to the Principal or anyother person.

IN WITNESS WHEREOF, the above bounded Guarantor has executed this Instrument under its seal on thedate indicated above, the name and corporate seal of the Guarantor being hereto affixed and these presentsduly signed by its undersigned representative, pursuant to authority of its governing body.

_______________

Guarantor (Bank)

Witness:

1. _______________________ 1. Signature _______________

_______________________ 2. Name __________________

Corporate Secretary (Seal)

3. Title ___________________

2. _______________________

_______________________ _______________________

(Name, Title & Address) Corporate Guarantor (Seal)

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FORM OF CONTRACT AGREEMENT

THIS CONTRACT AGREEMENT (hereinafter called the “Agreement”) made on the _____ day of ________2016 ________ between _________________________(hereinafter called the “Employer”) of the one partand ______________ (hereinafter called the “Contractor”) of the other part.

WHEREAS the Employer is desirous that certain Works, viz _______________ should be executed by theContractor and has accepted a Bid by the Contractor for the execution and completion of such Works and theremedying of any defects therein.

NOW this Agreement witnessed as follows:

1. In this Agreement words and expressions shall have the same meanings as are respectively assigned tothem in the Conditions of Contract hereinafter referred to.

2. The following documents after incorporating addenda, if any except those parts relating toInstructions to Bidders, shall be deemed to form and be read and construed as part of this Agreement,viz:

(a) The Letter of Acceptance(b) The completed Form of Bid along with Schedules to Bid;(c) Conditions of Contract & Contract Data;(d) The priced Schedule of Prices; (e) The Employer’s Requirements(f) The Technical Specifications & Bidder’s Data(g) The Conceptual Drawings/SLDs(h) The Performance Security Guarantee(i) The Parent Company Guarantee (SPV Manufacturer and Inverter Manufacturer)

3. In consideration of the payments to be made by the Employer to the Contractor as hereinaftermentioned, the Contractor hereby covenants with the Employer to execute and complete the Worksand remedy defects therein in conformity and in all respects within the provisions of the Contract.

1. The Employer hereby covenants to pay the Contractor, in consideration of the execution andcompletion of the Works as per provisions of the Contract, the Contract Price or such other sum asmay become payable under the provisions of the Contract at the times and in the manner prescribedby the Contract.

IN WITNESS WHEREOF the parties hereto have caused this Contract Agreement to be executed on the day ,month and year first before written in accordance with their respective laws.

Signature of the Contactor Signature of the Employer

______________________ _______________________________

(Seal) (Seal)

Signed, Sealed and Delivered in the presence of:

Witness: Witness:

________________________ _________________________________

(Name, Title and Address) (Name, Title and Address)

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FORM OF PARENT COMPANY GUARANTEE

(To be provided for Water Filtration Plants and its Components)

Brief description of Contract ___________________________________________________

Name and address of Employer _________________________________________________

________________________________________(together with successors and assigns).

We have been informed that ____________ (hereinafter called the “Contractor”) is submitting an offer forsuch Contract in response to your invitation, and that the conditions of your invitation require his offer to besupported by a parent company guarantee.

In consideration of you, the Employer, awarding the Contract to the Contractor, we (name of parent company)____________ irrevocably and unconditionally guarantee to you, as a primary obligation, the dueperformance of all the Contractor’s obligations and liabilities under the Contract, including the Contractor’scompliance with all its terms and conditions according to their true intent and meaning.

If the Contractor fails to perform his obligations and liabilities and comply with the Contract, we willindemnify the Employer against and from all damages, losses and expenses (including legal fees andexpenses) which arise from any such failure for which the contractor is liable to the Employer under theContract.

This guarantee shall come into full force and effect when the Contract comes into full force and effect. If theContract does not come into full force and effect within a year of the date of this guarantee, or if youdemonstrate that you dot not intend to enter into the Contract with the Contractor, this guarantee shall be voidand ineffective. This guarantee shall continue in full force and effect until all the Contractor’s obligations andliabilities under the Contract have been discharged, when this guarantee shall expire and shall be returned tous, and our liability hereunder shall be discharged absolutely.

This guarantee shall apply and be supplemental to the Contract as amended or varied by the Employer and thecontractor from time to time. We hereby authorize them to agree any such amendment or variation, the dueperformance of which and compliance with which by the Contractor are likewise guaranteed hereunder. Ourobligations and liabilities under this guarantee shall not be discharged by any allowance of time or otherindulgence whatsoever by the Employer to the Contractor, or by any variation or suspension of the works tobe executed under the Contract, or by any amendments to the Contract or to the constitution of the Contractoror the Employer, or by any other matters whether with or without our knowledge or consent.

This guarantee shall be governed by the law of the same country (or other jurisdiction) as that which governsthe Contract and any dispute under this guarantee shall be finally settled under the Rules of Arbitration of theInternational Chamber of Commerce by one or more arbitrators appointed in accordance with such Rules. Weconform that the benefit of this guarantee may be assigned subject only to the provisions for assignment of theContract.

Date ___________________ Signature(s)____________________________________

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PUBLIC HEALTH ENGINEERING DEPARTMENT

PROVISION OF CLEAN & SAFE WATER FACILITY INEXISTING COLLEGES

Package-II (Bahawalpur, D.G. Khan and Multan)

TENDER AND CONTRACT DOCUMENTS

INVITATION FOR BIDS

INSTRUCTION TO BIDDERS & BIDDING DATA

FORM OF BID & SCHEDULES TO BID

CONDITIONS OF CONTRACT & CONTRACT DATA

STANDARD FORMS

TECHNICAL SPECIFICATIONS

CONCEPTUAL DRAWINGS

PUBLIC HEALTH ENGINEERING DIVISION KASUR

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SUMMARY OF CONTENTS

Subject

(VII) INVITATION FOR BIDS

(VIII) INSTRUCTIONS TO BIDDERS & BIDDING DATA

(IX) FORM OF BID & SCHEDULES TO BID

(X) CONDITIONS OF CONTRACT & CONTRACT DATA

(XI) STANDARD FORMS

(XII) EMPLOYER`S SPECIFICATIONS.

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INVITATION FOR BIDS(Published in name of Newspaper and date)

TENDER NOTICESealed tenders / proposals are hereby invited from the technically and financially strong

Contractors / firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Classcontractor C-4 (Rs.200.000 millions) or above and have deposited their enlistment/ renewal fee for the currentfinancial year 2019-20 and renewed with P.E.C for the year 2019-20 in the relevant category and field ofspecialization (CE09, CE10, ME06, EE04, & EE06) to undertake the following project.

Sr.No.

Name of SchemeEstimated Cost

(in Million)T.S No. & Date

Provision of Clean & Safe Water Facility in ExistingColleges Vide C.E (N),

PHE Deptt:Lahore

No.438/P&-I,Dated:20/03/202

0

1. PACKAGE-I (Installation of Water Filtration Plants inDivision Faisalabad & Sahiwal)

Rs.120.099Million

2. PACKAGE-II (Installation of Water Filtration Plants inDivision Bahawalpur, D.G. Khan and Multan)

Rs.117.653Million

3. PACKAGE-III (Installation of Water Filtration Plants inDivision Sargodha, Rawalpindi, Gujranwala & Lahore)

Rs.122.800Million

The complete set of tender documents/ technical marks sheet containing detailed terms and conditions,method of procurement, procedure of submission of bids, bid security, bid validity, opening of bid, evaluation criteria,clarification/ rejection of bids, performance guarantee etc. for each project separately can be obtained from Head Clerk ofthis office on production of Tender Fee of Rs.10,000/- (non-refundable) for each project separately in the form ofCash/Pay Order/ Deposit at Call Receipt (CDR) in favor of Executive Engineer PHE Division Kasur.

The Single Stage-Two Envelope bidding procedure will be adopted as per PPRA Rules. TheBid shall be Single Package consisting of Two separate envelopes containing separately the Technical andFinancial proposals accompanied with Bid Security 5% of estimated amount in the form of Deposit at CallReceipt (CDR) issued from any of the scheduled bank in favor of Executive Engineer PHE Division Kasur insealed envelope must be delivered to the Office of Executive Engineer PHE Division House No-2 AbdulShakoor Colony Club Road Kasur on or before 20/04/2020 till 01:00 PM and the technical bids will be openedon the same day publicly on 2.00 P.M at same address in the presence of Tender Opening Committee andbidder’s representatives, who opt to attend and whereas the financial bids will be sealed and held for openingafter evaluation of technical bids from the competent authority. The Date of opening of financial bids will becommunicated through registered mail.

NOTE:1. As per Government of the Punjab Finance Department Notification No.RO(Tech) FDI 2/83(IV)(P),

dated:06.04.05 in case the total tenders amount is less than 5% of the approved estimate (DNIT) amount. Thelowest bidder will have to deposit an additional performance security from the scheduled Band equal to thetender amount below estimated cost within 15 days of issuance of notice or with expiry period of the bid,whichever is earlier.

2. As per PPRA Rule 2014, Serial No.56 Chapter-VIII, successful bidder has to furnish Performance Guaranteefrom any scheduled bank @5% (minimum) of the bid amount for the work mentioned above.

3. The tender received will not be processed for approval if funds are withdrawn or not release for any reason fromthe Government.

4. The BIDs received without bid security 5% of estimated amount in the shape of CDR will be rejected. 5. No court proceeding against the Technical marks evaluation committee will be allowed. The decision of the

committee will be final.

EXECUTIVE ENGINEER PUBLIC HEALTH ENGINEERING DIVISION

ABDUL SHAKOOR COLONY KASURPh.049-2771346, Email:[email protected]

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INSTRUCTIONS TO BIDDERS

Clause No. Description

A. GENERAL

IB.23 Scope of Bid IB.24 Source of FundsIB.25 Eligible BiddersIB.26 One Bid per BidderIB.27 Cost of BiddingIB.28 Site Visit

B. BIDDING DOCUMENTS

IB.29 Contents of Bidding DocumentsIB.30 Clarification of Bidding DocumentsIB.31 Amendment of Bidding Documents

C- PREPARATION OF BID

IB.32 Language of BidIB.33 Documents Comprising the BidIB.34 Sufficiency of BidIB.35 Forms of Bids and SchedulesIB.36 Bid Prices IB.37 Currencies of BidIB.38 Documents Establishing Bidder’s Eligibility and QualificationsIB.39 Documents Establishing Works Conformity to Bidding Documents IB.40 Bid SecurityIB.41 Validity of Bids, Format, Signing and Submission of Bid

D-SUBMISSION OF BID

IB.42 Deadline for Submission & Withdrawal of Bids

E. BID OPENING AND EVALUATION

IB.43 Technical Proposal Opening, Clarification and EvaluationIB.44 Financial Proposals Opening, Clarification and Evaluation

Technical Marks DistributionIB.23 Process to be confidential

F. AWARD OF CONTRACT

IB.24 Post QualificationIB.25 Award Criteria & Employers RightIB.26 Notification of Award & Signing of Contract AgreementIB.27 Performance SecurityIB.28 Integrity Pact

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INSTRUCTIONS TO BIDDERS

(Note: These Instructions to Bidders (IB) along with Bidding Data will not be part ofContract and will cease to have effect once the Contract is signed).

A. GENERAL

IB.1 Scope of Bid1.1 The Employer as defined in the Bidding Data hereinafter called “the Employer”

wishes to invite bids for the EPC (Engineering, Procurement and Construction)turnkey Contract for the following scope of works as described in these BiddingDocuments, and summarized in the Bidding Data hereinafter referred to as the“Works”.

“PROVISION OF CLEAN & SAFE WATER FACILITY IN EXISTING COLLEGES”(Package-II, Bahawalpur, D.G Khan and Multan)

Bidder shall prepare Proposal for Design, Supply, Installation, Testing andCommissioning of Water Filtration Plants as per required specifications.

Bidders must quote for the complete scope of work. Any Bid not quoting for completescope of work will be rejected as non-responsive, pursuant to Clause IB.22.2.

1.2 The successful bidder will be expected to complete the design and execution of theWorks within the time specified in Contract data.

IB.2 Source of Funds2.1 The Government of Punjab.

IB.3 Eligible Bidders3.1 This Invitation for Bids is open to all bidders meeting the following requirements:

f) Duly licensed by the Pakistan Engineering Council (PEC) in Category C3 orabove with appropriate/relevant field (CE09, CE10, ME06, EE04, & EE06).

g) Authorized dealers /distributors of renowned US/European Water FiltrationPlants having proven Water Filtration Plants expertise.

h) Registered with FBR, and any other Federal/Provincial or Local departmentwhich otherwise forbids conduct of tender works.

i) Never been blacklisted by any organization.

j) Basis of DisqualificationThe contrary to explain above, non-compliant to bidder’s requirement and anymajor deviation from the minimum specification of Water Filtration Plants givenin the bidding document shall be considered as basis of disqualification of thebidder. The bid without five (05) % bid security of estimated cost will be rejected.

IB.4 One Bid per Bidder4.1 Each bidder shall submit only one bid. A bidder who submits or participates in more

than one bid will be disqualified.

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IB.5 Cost of Bidding5.1 The bidders shall bear all costs associated with the preparation and submission of their

respective bids and the Employer will in no case be responsible or liable for thosecosts, regardless of the conduct or outcome of the bidding process.

IB.6 Site Visit6.1 The bidders are advised to visit and examine the Site of Works (i.e. Details are given

in Annexure-A) and its surroundings and obtain for themselves on their ownresponsibility all information that may be necessary for preparing the bid and enteringinto a contract for design and construction of the Works. All cost in this respect shallbe at the bidder’s own expense.

B. BIDDING DOCUMENTS

IB.7 Contents of Bidding Documents7.1 In addition to Invitation for Bids, the Bidding Documents are those stated below, and

should be read in conjunction with any Addendum issued in accordance with Sub-Clause IB.9.1. The Bid and Contract Documents consist of the following:

Bidders documents Containing information regarding offered equipment andmaterials including catalogues, selection data/schedules, model numbersmanufacturer’s warranties and the following documents:

3. Instructions to Bidders & Bidding Data4. Form of Bid & Schedules to Bid

Schedules to Bid comprise the following:(vii) Schedule A: Schedule of Prices(viii) Schedule B: Specific Works Data(ix) Schedule C: Works to be Performed by Subcontractors(x) Schedule D: Proposed Program of Works(xi) Schedule E: Method of Performing Works(xii) Schedule F: Integrity Pact

3. Conditions of Contract & Contract Data4. Standard Forms:

(i) Form of Performance Security(ii) Form of Contract Agreement(iii)Form of Parent Company Guarantee

5. Technical Specifications & Bidder’s Data (Annexure-B)8. Conceptual Drawings (Annexure-C)

7.2 The bidders are expected to examine carefully the contents of all the abovedocuments. Failure to comply with the requirements of bid submission will be at thebidders own risk. Technical Proposals/bids which are not substantially responsive tothe requirements of the Bidding Documents will be rejected.

IB.8 Clarification of Bidding Documents8.1 A prospective bidder requiring any clarification(s) in respect of the Bidding

Documents may notify the Employer at the Employer’s address indicated in theBidding Data.

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8.2 The Employer will respond to any request for clarification which it receives earlierthan ten (10) days prior to the deadline for the submission of TechnicalProposals/Bids. Copies of the Employer’s response will be forwarded to allprospective bidders, at least five(5) days prior to dead line for submission of Bids,who have received the Bidding Documents including a description of the enquiry butwithout identifying its source.

IB.9 Amendment of Bidding Documents9.1 At any time prior to the deadline for submission of Technical Proposals, the Employer

may, for any reason, whether at his own initiative or in response to a clarificationrequested by a prospective bidder, modify the Bidding Documents by issuingaddendum.

9.2 Any addendum thus issued shall be part of the Bidding Documents pursuant to Sub-Clause IB.9.1 hereof, and shall be communicated in writing to all purchasers of theBidding Documents. Prospective bidders shall acknowledge receipt of each addendumin writing to the Employer.

9.3 To afford prospective bidders reasonable time in which to take an addendum intoaccount in preparing their Bids, the Employer may at its discretion extend thedeadline for submission of Bids.

C. PREPARATION OF BIDSIB.10 Language of Bid10.1 The bid prepared by the bidder and all correspondence and documents relating to the

Bid, exchanged by the bidder and the Employer shall be written in the Englishlanguage, provided that any printed literature furnished by the bidder may be writtenin another language so long as accompanied by an English translation of its pertinentpassages in which case, for purposes of interpretation of the Bid, the Englishtranslation shall govern.

IB.11 Documents Comprising the Bid11.1 (Technical Proposal):

The Technical Proposals prepared by the bidder shall comprise the followingcomponents:(i) Covering Letter.(j) Bid Security furnished in accordance with Clause IB.18.(k) Technical Proposal to be prepared by the bidder in pursuant to Employer’s

Requirements, Technical Specification & Bidder’s Data and Specific workdata.

(l) Bidding Documents’ each page duly signed and sealed.(m) Documentary evidence established in accordance with Clause IB.16 that the

Bidder is eligible to Bid and is qualified to perform the Contract if his Bid isaccepted.

(n) Documentary evidence established in accordance with Clause IB.17 that theSystem Equipment and ancillary Services to be supplied by the Bidder areeligible System Equipment and Services and conform to the BiddingDocuments.

(o) Any other documents prescribed in Particular Conditions of Contract orEmployer’s Requirements to be submitted with the Bid.

(p) Power of Attorney in accordance with Sub-Clause IB.19.5.

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11.2 (Financial Proposal)The Financial Proposals prepared by the bidder shall comprise the followingcomponents:(d) Covering Letter.(e) Bidding Documents including Conditions of Contract, each page duly signed

and sealed.(f) Form of Bid duly filled, signed & sealed, in accordance with Sub-Clause

IB.19.3.(d) Schedules (A to F) to Bid duly filled and initialed, in accordance with the

instructions contained therein & in accordance with Sub-Clause IB19.3.

IB.12 Sufficiency of Bid

12.1 Each bidder shall satisfy himself before Bidding as to the correctness and sufficiencyof his Bid and of the rates and prices entered in the Schedule of Prices, which ratesand prices shall except in so far as it is otherwise expressly provided in the Contract,cover all his obligations under the Contract and all matters and things necessary forthe proper completion of the Works.

12.2 The bidder is advised to obtain for himself at his own cost and responsibility allinformation that may be necessary for preparing the bid and entering into a Contractfor execution of the Works.

IB.13 Forms of Bid and Appendices13.2 The bidder shall complete, sign and seal the Form of Bid; Appendix (A to F) to Bid

furnished in the Bidding Documents and shall also enclose other information asdetailed in Clause IB.11.

IB.14 Bid Prices14.1 The Bidder shall quote Contract Price along with breakdown of items, indicating

quantities, unit rates and other pricing information in Schedule of Prices. Prices shallbe entered keeping in view the Instructions to Bidders, and Employer’s Requirements.

14.2 Unless otherwise stipulated in the Conditions of Contract, prices quoted by theBidders shall remain fixed during the Bidder’s performance of the Contract and notsubject to variation on any account. Since only fixed price contract will be considered,a bid submitted with an adjustable price quotation will be treated as non-responsiveand rejected, pursuant to Sub-Clause IB.22.2.

IB.15 Currencies of Bid

15.2 Prices shall be quoted by the bidder in currency as stipulated in the Bidding Data.

15.2 The currencies of payment shall be as stated in Conditions of Contract.

IB.16 Documents Establishing Bidder’s Eligibility and Qualifications

16.1 Pursuant to Clause IB.11, the bidder shall furnish, as part of its bid, documentsestablishing the bidder’s eligibility to bid and its qualifications to perform theContract if its bid is accepted.

16.2 Bidder/Manufacturer must possess and provide evidence of its capability and theexperience as stipulated in Bidding Data and the Qualification Criteria stipulated in

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the Bidding Documents.

16.5 Successful Bidder shall produce a parent company guarantee, as per Form annexed tothis document.

16.6 Bidder should have Annual Turnover certificates of last 3 Years from Bank.

IB.17 Documents Establishing Works’ Conformity to Bidding Documents

17.1 The documentary evidence of the Works’ conformity to the Bidding Documents maybe in the form of literature, drawings and data and the bidder shall furnishdocumentation as set out in Bidding Data.

17.2 The bidder shall note that standards for workmanship, material and equipment, andreferences to brand names or catalogue numbers, if any,designated by the Employer inthe Technical Provisions are intended to be descriptive only and not restrictive.

IB.18 Bid Security

18.1 Each bidder shall furnish, as part of his bid, at the option of the bidder, a Bid Securityin the amount stipulated in Bidding Data in Pak. Rupees in the form of CallDeposit/Payment Order in favor of the Employer.

18.2 Any bid not accompanied by an acceptable Bid Security shall be rejected by theEmployer as non-responsive.

18.3 The bid securities of unsuccessful bidders will be returned upon award of contract tothe successful bidder or on the expiry of validity of Bid Security whichever is earlier.

18.4 The Bid Security of the successful bidder will be returned when the bidder hasfurnished the required Performance Security (5%), pursuant to Clause IB.27 andsigned the Contract Agreement, pursuant to Sub-Clauses IB.26.2 & 26.3.

18.5 The Bid Security may be forfeited:(a) If a bidder withdraws his bid during the period of bid validity; or(b) If a bidder does not accept the correction of his Bid Price, pursuant to Sub-

Clause 22.5 (b) hereof; or(c) In the case of a successful bidder, if he fails to:

(i) Furnish the required Performance Security (5%) in accordance withClause IB.27, or

(ii) Sign the Contract Agreement, in accordance with Sub-Clauses IB.26.2& 26.3.

IB.19 Validity of Bids, Format, Signing and Submission of Bid

19.1 Bids shall remain valid for the period stipulated in the Bidding Data after the date ofbid (Financial Proposal) opening.

19.2 All Schedules to Bid are to be properly completed and signed.

19.3 No alteration is to be made in the Form of Bid except in filling up the blanks asdirected. If any alteration be made or if these instructions be not fully complied with,the bid may be rejected.

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19.4 Each bidder shall prepare Original and number of copies specified in the BiddingData of the documents comprising the bid as described in Clause IB.11 and clearlymark them “ORIGINAL” and “COPY” as appropriate. In the event of discrepancybetween them, the original shall prevail.

19.5 The original and all copies of the bid shall be typed or written in indelible ink andshall be signed by a person or persons duly authorized to sign (in the case of copies,Photostats are also acceptable). This shall be indicated by submitting a written Powerof Attorney authorizing the signatory of the bidder to act for and on behalf of thebidder. All pages of the bid shall be initialed and official seal be affixed by the personor persons signing the bid.

19.6 The Bid shall be delivered in person.

D. SUBMISSION OF BID

IB.20 Deadline for Submission & Withdrawal of bid.

20.1 The bid (sealed in one envelope comprising of two envelops one for technicalproposal and 2nd for financial proposal) must be received by the Employer at theaddress provided in Bidding Data not later than the time and date stipulated therein.

20.2 The bid submitted through telegraph, telex, fax or e-mail shall not be considered.

20.3 The bid received by the Employer after the deadline for submission prescribed inBidding Data will be returned unopened to such bidder.

20.4 Any bidder may withdraw his bid after submission provided that the written notice ofwithdrawal is received by the Employer prior to the deadline for submission of thebid.

20.5 Withdrawal of a bid during the interval between the deadline for submission of bidand the expiration of the period of bid validity specified in the Form of Bid may resultin forfeiture of the Bid Security pursuant to Sub-Clause IB.18.5 (a).

E. BID OPENING AND EVALUATION

IB.21 : Technical Proposal Opening, Clarification and Evaluation

21.1 Employer will open the Technical Proposals only where as Financial Proposal will bekept un-opened, in the presence of bidders’ representatives who choose to attend, atthe time, date and location stipulated in the Bidding Data.

21.2 The bidder’s name, the presence or absence of Bid Security, and such technical detailsas the Employer at its discretion may consider appropriate, will be announced by theEmployer at the technical proposal opening. The Employer will record the minutes ofthe technical proposal opening. Representatives of the bidders who choose to attendshall sign the attendance sheet.

21.3 The technical proposal shall be evaluated in accordance with the specified evaluationcriteria.

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IB.22 Financial Proposals Opening, Clarification and Evaluation

22.1 To assist in the examination, evaluation and comparison of Bids the Employer may, atits discretion, ask the bidder for a clarification of its Bid. The request for clarificationand the response shall be in writing and no change in the price or substance of the Bidshall be sought, offered or permitted.

22.2Arithmetical errors will be rectified on the following basis:

If there is a discrepancy between the unit price and total price that is obtainedby multiplying the unit price and quantity, the unit price shall prevail and thetotal price shall be corrected. If there is a discrepancy between the words andfigures the amount in words shall prevail. If there is a discrepancy between theTotal Bid price entered in Form of Bid and the total shown in Schedule ofPrices-Summary, the amount stated in the Form of Bid will be corrected by theEmployer in accordance with the Corrected Schedule of Prices.

If the bidder does not accept the corrected amount of Bid, his Bid will berejected and his Bid Security forfeited.

22.3 A Bid determined as substantially non-responsive will be rejected and will notsubsequently be made responsive by the bidder by correction of the non-conformity.

22.4 Any minor informality or non-conformity or irregularity in a Bid which does notconstitute a material deviation may be waived by Employer, provided such waiverdoes not prejudice or affect the relative ranking of any other bidders.

22.5 The Employer will evaluate and compare only the bids previously determined to besubstantially responsive pursuant to Sub-Clauses IB.22.2 to 22.4 as per requirementsgiven hereunder. Bids will be evaluated for complete scope of works and compliancewith the specifications.

(a) Technical Evaluation

It will be examined in detail whether the Works offered by the biddercomplies with the Technical Provisions of the Bidding Documents. For thispurpose, the bidder’s data submitted with the bid in Schedule B to Bid will becompared with technical features/criteria of the Works detailed in theTechnical Provisions. Other technical information submitted with the bidregarding the Scope of Work will also be reviewed.

All materials / Plants and other goods must comply with tender specificationsand required design failing which shall be considered major non conformityThe Employer’s Technical Evaluation Committee shall evaluate the TechnicalProposal on the basis of their responsiveness to specification, evaluationcriteria, and sub-criteria and other terms & conditions of the bidding documentthrough point system.

Each responsive proposal will be given a technical score. A proposal shall berejected at this stage if does not respond to minimum technical score i.e. 60marks.

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(b) Financial EvaluationThe financial proposal will be opened for only technically qualified

bids. The date will be communicated to the technically qualified biddersinviting them to attend. The prices will be compared on the basis of theEvaluated Bid Price pursuant to Sub-Clause 22.6 herein belowIt will be examined in detail whether the bids comply with thefinancial/contractual conditions of the Bidding Documents.

Technical Marks Distribution:

S. No. ItemMax Marks

Details

1

Technical Competence & Expertise (Bidders should submit details of Engineers & Technical Staff with Valid PEC certificates and CVs)

12 marks for Engineers (01 Civil, 01 Electrical, 01 Mechanical) with 15 years of experience.

08 marks for Engineers (1 Civil, 1 Electrical, 1 Mechanical) with 10 years of experience.

04 marks for Employees (1 Civil, 1 Electrical, 1 Mechanical) with 05 years of experience.

12

2

Overall Company Experience

15 Marks for experience above 20 Years

10 Marks for experience above 15 Years

05 Marks for experience above 10 Years

(Zero Marks will be given for less than 10 Years)

15

3Past Experience of Installation of Similar Projects/Water Filtration Plants 2 Marks for each project/plant (Completion Certificates required)

10

4Enlistment with Government Departments 5 Marks for Each Enlistment

15

5

Annual Turnover for last 3 years with Government Departments Only 15 Marks for above 200 Million each year (Certified Audit Reports)*Participation in all packages requires overall annual turnover of above 800 Million for last 3 years. Zero marks in case of non-compliance.

15

6Compliant with Required Technical specifications of Products/Design as per Employer’s Requirements10 Marks for Product Compliant Proposal

10

7 Authorization from any European/US manufacturer 15

8Method of Performing Works & Project Implementation Timeline

03

9 List of proper tools / equipment available for installation 05

Total Maximum Marks 100

22.6 Evaluated Bid Price

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Evaluated bid price will be determined as per IB 22.1 to 22.5

The evaluation shall be carried out as per following method;

a. before opening of financial proposal, the technical proposal of each bidder willbe evaluated based on following evaluation criteria:

b. marks between 0 and 100 will be given to the technical proposals and biddersobtaining minimum 60 marks will be called for opening of financial proposals.

c. The financial proposals of the bidders obtaining less than 60 marks will bereturned unopened.

d. the Financial proposal shall be opened publically in the presence of bidder’srepresentative. The Lowest Evaluated Financial Proposal (LEFP) will besuccessful bidder for allotment of work/ Substantial Responsive Bidder.

e. The technical proposal will be given marks (0 to 100) weighted as the tablebelow..

Technical Marks Distribution:

Note: All information is required to be submitted in legible English language. Any certificate/ document/data/ information other than English language shall be treated as document not attached.

f. If the bid of the successful bidder is seriously unbalanced in relation to theEmployer’s estimate of the cost of work to be performed under the Contract,the Employer may require the bidder to produce detailed price analyses forany or all items of the Schedule of Prices to demonstrate the internalconsistency of those prices with the supply methods and schedule proposed.

g. Marks under section 22.7 shall be given only when clear authorized and validsupporting document shall be provided with the bid.

h. In case the bidder is supplier and has sub-contractor/s for installation, then anaffidavit showing the sub-contractor as a valid partner should be attached.(only for this bid document) The details of projects installed by the sub-contractor must be provided. In case signed affidavit of sub-contractor notsubmitted then installation experience of bidder will not be counted.

IB.23 Process to be Confidential

23.1 Subject to Sub-Clause IB.22.1 heretofore, no bidder shall contact Employer on anymatter relating to its Bid from the time of submission of bid and announcement oftechnical marks. The technical evaluation result shall be announced at least ten (10)days prior to opening of financial proposals.

23.2 Any effort by a bidder to influence Employer in the Bid evaluation, Bid comparisonor Contract Award decisions may result in the rejection of his Bid. Whereas, anybidder feeling aggrieved may lodge a written complaint not later than five (5) daysafter the announcement of the technical evaluation result, however, mere fact oflodging a complaint shall not warrant suspension of procurement process.

F. AWARD OF CONTRACT

IB.24. Post Qualification24.1 The Employer, at any stage of the bid evaluation, having credible reasons for or

prima facie evidence of any defect in supplier’s or contractor’s capacities, mayrequire the suppliers or contractors to provide information concerning their

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professional, technical, financial, legal or managerial competence whether alreadypre-qualified or not:

Provided that such qualification shall only be laid down after recording reasonstherefore in writing. They shall form part of the records of that bid evaluation report.

24.2 The determination will take into account the bidder’s financial and technicalcapabilities. It will be based upon an examination of the documentary evidence of thebidders’ qualifications submitted under Clause IB.16, as well as such otherinformation required in the Bidding Documents.

IB.25 Award Criteria & Employer’s Right25.1 Subject to Sub-Clause IB.25.2, the Employer will award the Contract to the bidder

whose bid has been determined to be substantially responsive to the BiddingDocuments and who has offered the Substantial Responsive Bid, provided that suchbidder has been determined to be qualified to satisfactory perform the Contract.

25.2 Notwithstanding Sub-Clause IB.25.1, the Employer reserves the right to accept orreject any bid, and to annul the bidding process and reject all bids, at any time prior toaward of Contract, without thereby incurring any liability to the affected bidders orany obligation to inform the affected bidders of the grounds for the Employer’s actionexcept that the grounds for its rejection of all bids shall upon request becommunicated, to any bidder who submitted a bid, without justification of thegrounds. Notice of the rejection of all the bids shall be given promptly to all thebidders.

IB.26 Notification of Award & Signing of Contract Agreement26.1 Prior to expiration of the period of bid validity prescribed by the Employer, the

Employer will notify the successful bidder in writing (“Letter of Acceptance”) that hisbid has been accepted.

26.2 Within seven(07) days from the date of furnishing of acceptable PerformanceSecurity(5%)under the Conditions of Contract, the Employer will send the successfulbidder the Form of Contract Agreement provided in the Bidding Documents,incorporating all agreements between the parties.

26.3 The formal Agreement between the Employer and the successful bidder shall be executedwithin fifteen(15) days of the receipt of Form of Contract Agreement by the successful bidderfrom the Employer.

IB.27 Performance Security

27.1 The successful bidder shall furnish to the Employer a Performance Security (5%) in the formand the amount stipulated in the Conditions of Contract within a period of seven(07) daysafter the receipt of Letter of Acceptance.

27.2 Failure of the successful bidder to comply with the requirements of Sub-Clauses IB.26.2&26.3 or 27.1 or Clause IB.28shall constitute sufficient grounds for the annulment of theaward and forfeiture of the Bid Security.

IB.28 Integrity Pact

The Bidder shall sign and stamp the Form of Integrity Pact provided at Schedule-F to Bid inthe Bidding Document. Failure to provide such Integrity Pact shall make the bid non-responsive.

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BIDDING DATA

Instructions to Bidders Clause Reference1.1 Name of Employer

Public Health Engineering Department

Brief Description of Works

“PROVISION OF CLEAN & SAFE WATER FACILITY IN EXISTINGCOLLEGES

Package-II (Bahawalpur, D.G Khan and Multan)

8.1 Employer’s address:

Office of Executive Engineer PHE Division House No.2 Abdul ShakoorColony Club Road Kasur

15.1 Bid shall be quoted entirely in Pak. Rupees. The payment shall be made in Pak. Rupees.

16.2 The bidder/manufacturer has the financial, technical and production capability necessary toperform the Contract as follows:

e) Duly licensed by the Pakistan Engineering Council (PEC) in Category C3 orabove with appropriate/relevant field (CE09, CE10, ME06, EE04, & EE06).

f) Authorized dealers /distributors of renowned US/European Water FiltrationPlants Having proven Water Filtration Plants expertise.

g) Registered with FBR and any other Federal/Provincial or Local department whichotherwise forbids conduct of tender works.

h) Never been blacklisted by any organization.

17.1 (a) A detailed description of the Works, essential technical and performancecharacteristics.

(b) Complete set of technical information, description data, literature and drawings asrequired in accordance with Schedule B to Bid, Specific Works Data. This willinclude but not be limited to a sufficient number of drawings, photographs,catalogues, illustrations and such other information as is necessary to illustrate clearlythe significant characteristics such as general construction dimensions and otherrelevant information about the works to be performed.

18.1 Amount of Bid Security

Rs. 5% of estimated amount

19.1 Period of Bid Validity

60days

19.4 Number of Copies of the Bid to be submitted

One original plus two copies.

19.6 (a) Employer's Address for the Purpose of Bid Submission

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Same as above

20.1 Deadline for Submission of Bids / Financial Proposals

20.04.2020

21.1 Venue, Time, and Date of Bid Opening

Office of Executive Engineer PHE Division House No.2 Abdul Shakoor Colony Club Road Kasur.

Time: 01.00 P.M

Date: 20.04.2020

22.2 Responsiveness of Bids

(i) The Bid is valid till required period,

(ii) The Bid prices are firm during currency of contract (if it is a fixed price bid)

(iii) Completion period offered is within specified limits,

(iv) The Bidder/Manufacturer is eligible to Bid and possesses the requisite experience,capability and qualification.

(v) The Bid does not deviate from basic technical requirements and

(vi) The Bids are generally in order, etc.

Completion Period:Thirteen (13) months after award the project. The O & M of plants will be started

after testing commissioning of plants and for three (03) years.

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FORM OF BID AND SCHEDULES TO BID

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FORM OF BID(LETTER OF OFFER)

Bid Reference No: ___________________ Dated: ___________

Name of Works: PROVISION OF CLEAN & SAFE WATER FACILITY IN EXISTINGCOLLEGES

Package-II (Bahawalpur, D.G Khan and Multan)

To:Executive EngineerPublic Health Engineering Division,House No.2 Abdul Shakoor Colony Club Road Kasur.

.

Sir,1. Having examined the Bidding Documents including Instructions to Bidders, Bidding

Data, Conditions of Contract, Contract Data, Specifications, Drawings, if any, Scheduleof Prices and Addenda Nos. _________________________ for the execution of theabove-named Works, we, the undersigned, being a company doing business under thename of and address _________________________ and being duly incorporated underthe laws of Pakistan hereby offer to execute and complete such Works and remedy anydefects therein in conformity with the said Documents including Addenda thereto for theTotal Bid Price of Rs. ________________(Rupees______________________) or suchother sum as may be ascertained in accordance with the said Documents.

2. The breakup of our Contract Price is given in Schedule ‘A’ Schedule of Prices.

9. We understand that all the Schedules attached hereto form part of this Bid.4. As security for due performance of the undertakings and obligations of this Bid, we

have already submitted a Bid SecurityCall Deposit/Payment Order amounting toRs.____________________/- (Rupees ______________________infavor of ExecutiveEngineer PHE Division Kasurwith our Technical and financial Proposals.

5. We undertake, if our Bid is accepted, to commence the Works and to deliver andcomplete the Works comprised in the Contract within the time(s) stated in ContractData.

6. We agree to abide by this Bid for the period of 60 days from the date fixed forreceiving the same and it shall remain binding upon us and may be accepted atany time before the expiration of that period.

7. Unless and until a formal Agreement is prepared and executed, this Bid, together withyour written acceptance thereof, shall constitute a binding contract between us.

8. We undertake, if our Bid is accepted, to execute the Performance Security referred to inConditions of Contract for the due performance of the Contract.

(20)

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9. We understand that you are not bound to accept the lowest or any bid you may receive.

10. We do hereby declare that the Bid is made without any collusion, comparison of figuresor arrangement with any other person or persons making a bid for the Works.

Dated this________________day of ________________, 2020

Signature ________________

in the capacity of _______________________duly authorized to sign bid for and on behalf of_________________________________

(Name of Bidder in Block Capitals)

(Seal)

Address _____________________________________________________________________

_____________________________________________________________________

_____________________________________________________________________

Witness:

(Signature)______________________________

Name:_______________________________________________________________

Address: _____________________________________________________________

_____________________________________________________________________

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SCHEDULES TO BID INCLUDE THE FOLLOWING:

Schedule A to Bid: Schedule of Prices

Schedule B to Bid: Specific Works Data

Schedule C to Bid: Works to be Performed by Subcontractors

Schedule D to Bid: Proposed Program of Works

Schedule E to Bid: Method of Performing Works

Schedule F to Bid: Integrity Pact

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BID SCHEDULEName of Scheme PROVISION OF CLEAN & SAFE WATER FACILITY IN EXISTING COLLEGES

Package-II (Bahawalpur, D.G. Khan & Multan)

Estimated Cost Rs. 117.653 Million.

Earnest Money Rs. 5% Estimated Cost

Time Limit 13 - Months

Sr. No.

Chap: No.

ItemNo.

DESCRIPTION OF ITEMS

Provision as per estimate

Qty Unit RateRate to be quoted by the Contactor

STANDERDIZED ITEMS (MRS 1st Jan: to 30th June 2020) PLANT ROOM & DISPENSER AREA (District R.Y.Khan) (3 No.) 3 1 3 21b Excavation in foundation of buildings, bridges and other structures

including dabbling, dressing, refilling around structure withexcavated earth, watering and ramming lead up to one chain(30 m) and li ft. up to 5 ft. b) in ordinary soil 511.80 1000 Cft 7492.30

2 10 3 Providing, laying, watering and ramming brick ballast 1-1/2 to 2"(40 mm to 50 mm) gauge mixed with 25 % sand, for floorfoundation, complete in all respects 131.94 100 Cft 4525.25

3 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:4:8 59.46 100 Cft 17768.80

4 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 399.39 100 Cft 17485.40

5 6 6 a ii Providing and laying reinforced cement concrete (includingprestressed concrete), using coarse sand and screened graded andwashed aggregate, in required shape and design, including forms,moulds, shuttering, lifting, compacting, curing, rendering andfinishing exposed surface, complete (but excluding the cost of steelreinforcement, its fabrication and placing in position, etc.):- (a)(ii)Reinforced cement concrete in slab of rafts / strip foundation, baseslab of column and retaining walls; etc and other structural membersother than those mentioned in 5(a) (i) above not requiring form work(i.e. horizental shuttering) complete in all respects:- (3) Type C(nominal mix 1: 2: 4) 150.00 1 Cft 271.55

6 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 459.00 100 Kg 14672.55

7 3 15 Filling, watering and ramming earth under floors: i) with surplusearth from foundation etc. 150.00 1000 Cft 3583.55

8 3 15 Filling, watering and ramming earth under floors:-ii)with new earthexcavated from outside, lead up to one chain (30 m). 150.00 1000 Cft 7193.30

9 3 24 Compaction of earthwork (soft, ordinary or hard soil) :-b)Compaction by rolling with animal driven roller/hand rammed: ii)ordinary soil 150.00 1000 Cft 1243.70

10 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 157.50 100 Sft 2172.45 11 10 25 Laying floor of approved colored glazed tiles X "(6 mm) thick, laid in

white cement and pigment on a bed of W (20 mm) thick cementmortar 1:2. 457.50 100 Sft 16945.30

12 25 30 Making and fixing steel grated doors, complete with lockingarrangement, angle iron frame 2"x2"x3/8" (50x50x10 mm) and ¾"(20 mm) square bars 4" (100 mm) centre to centre. 66.00 1 Sft 1004.50

PLUMBING WORKS (11 No.) 13 19 26 Providing and fixing chromium plated bib cock. ii) 1.5 cm (1/2") 9.00 1 No. 339.30 14 19 27 Providing and fixing chromium plated tee stop cock 1.5 cm (1/2") 9.00 1 No. 459.30 MISCELLANEOUS ITEMS (3 No.) 3

15 10 43 Providing and laying Tuff pavers, having 7000PSI, crushing strengthof approved manufacturer, over 2"to3" sand cushion i/c groutingwith sand in joints i/c finishing to require slope . complete in allrespect. (50% Grey / 50% Colored) ii) 60 mm thick 487.50 1 Sft 110.50

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1000 LITRE CAPACITY TUBEWELL (3 No.) 3 16 23 1d Boring for tube well in all types of soil except shingle and rock, from

ground level to 100 ft. (30 m) depth, including sinking andwithdrawing of casing pipe, complete 6" (150 mm) i/d 300.00 1 Rft 283.20

17 23 2a Boring for tube well in all types of soil except shingle, gravel & rock,from a depth of 100.1 ft. to 200 ft. (30 to 60 m) below ground level,including sinking and withdrawing of casing pipe, complete:-a)5" (125 mm) i/d 60.00 1 Rft 313.75

18 23 7 Providing strong substantially built box of deodar wood 4' x 2.5' x9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpur forfuture reference due to space constraint in pre- fabricated plantroom. 3.00 1 No. 12019.60

19 23 12 Providing and installing, P.V.C. strainer B.S.S. Class 'D', in tubewell bore hole, including sockets and solvents, etc. complete:-b) 4" i/d (100 mm) 30.00 1 Rft 298.50

20 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. b) 4" i/d dia pipe 24.00 1 Rft 364.50

21 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. d) 6" i/d dia pipe 312.00 1 Rft 756.75

22 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:- i) B.S.S. Class 'D' b) 4" i/d (100 mm) 3.00 1 No. 120.85

23 23 17i Testing and developing of tube well of size 6" (150 mm) i/d andabove continuously. i) up to 1.5 cs. Discharge 216.00 1 Hour 1324.55

24 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 37.11 100 Cft 22415.20

NON-STANDERDIZED ITEMS PLANT ROOM & DISPENSER AREA (District R.Y.Khan) (3 No.) 3 1 Providing & Installation MS Grill as per drawing 58 1 Sft 320.00 2

Supply and Fixing of Fiber Glass shed/shelter for Plant room as per

drawing and direction of Engineer In charge. 214 1 Sft 467.00 PLUMBING WORKS (3 No.) 3

Supply , Install, test and maintain domestic cold/Hot waterpolypropylene (PPRC) with minimum working pressure 15 bars at20⁰C Tigris, Green or approved equal pressure pipe for cold watersupply as per DIN 8077-8088 for pipes and DIN 16962 for fittingpolyfusion welded joints) inside building including specials (sockets,tees, elbow, bends, crosses, reducers, plug and union etc.)supported on walls including pipe hangers, supports, cutting andmaking good the holes, complete in all respects as shown ondrawings and in accordance with the specifications. Ø 63 mm 30 1 Rft 500.00

ELECTRIFICATION (3 No.) 3.00 4 Electrical Works for Plant Wiring and Internal Lights. 3 1 Job 5000.00 5 Bore type, earthing up to permanent water level/moist soil by

arrangement of earth pit/point comprising of concrete/brickworkhousing with lifting cover 50mm perforated GI pipe, appropriate barecopper stranded conductor as per details in drawing. The earthingand bonding shall be complete with fixing clamps etc. & all metalworks shall be bonded to the proposed earthing network (assumedwater level @30 meter depth) Drilling of earth bore 3" dia 30 ft. deepbut up to permanent water table. Supply and installation of G.I pipe2" dia 14 SWG to be installed in pre-made bore including allaccessories like tees, bends, sockets etc. Pipe shall be connectedto tinned copper spike as per detail shown on drawing, complete inall respects.Supply and installation of tinned copper spike to be manufacturedas per detail shown on drawing. Spike shall be connected/screwedat bottom of G.I pipe including all accessories like nuts and boltscomplete in all respect.Supply and installation of 70 mm2 bare stranded electrolytic copperconductor lead in prelaid G.I pipe and connected to tinned copperspike as shown on drawing. 2 Nos. of leads to be installed includingall accessories like brass nuts, bolts, washers etc. complete in all

3 1 Job 125000.00

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respect.Supply and installation of tinned earth test link in earthing pitconsisting of copper plate (12"x2'°x1/2") with fixing arrangement onthe wall of man holeincluding brass nuts, bolts washers lugs etc. complete in all respect.

6

Construction of earthing pit (manhole) of internal size 18"x18"x24"deep with 9" thick brick wall with cement mortar, internal plaster 1:4,RCC 4" thick cover with lifting hooks including all accessoriescomplete in all respect.Design, supply, construction, testing and commissioning ofcompletion of the lightning protection system as per specificationclause 4.7.3.5 3 1 Job 19650.00

1000 LITRE CAPACITY TUBEWELL (3 No.) 3 7 Taking soil samples after every 10 feet depth or from each strata

change, testing submission of complete results of strataanalysis. 3.00 1 Job 20360.00

8 Providing and installation of PVC 6" * 4" size reducer complete i/c itsjointing with housing and blind pipe. 3.00 1 Job 682.00

9 Providing and fixing of PVC cap to cover the pump housing. 3.00 1 Job 341.00 10 Providing and fixing on the pump housing pipe 6" dia at the location

in pump foundation, as shown in the drawing MS Suspension Clampof 5th length made of 8" wide and 1/2" thick MS flat complete with 4no. 5/8" dia nuts and bolts complete in all respects. 3.00 1 Job 10912.00

11 Chemical and bacteriological testing of water samples 3 No. 9.00 1 Job 6820.00 Reverse Osmosis (RO) Plant Capacity 250 liter/ hour

12 Design, supply, install, testing and commissioning ReverseOsmosis (RO) Plants to deliver water that meets theNEQS/WHO water quality standards including the following: 1.00 1 Set 1456650.00

a RO Controller b Automatic PLC System. c Feed pump, coupled with motor of requisite rating. d Pre Filtration e Activated Carbon Filter f Pre treatment chemical injection arrangement g Pressure pumps, coupled with motor of requisite rating. h Control panel, for complete system including connections i All Pipe work, including feed water pipe line, valves etc. j Pressure gauges and flow meters. k Feed water storage tank of 500 liter capacity l Product water storage tank of 1000 liter capacity

13 Provide additional filter (Arsenic, Nitrate & Fluoride) for thecontaminants encountered as need basis to meet theNEQS/WHO Water Quality Standards 1.00 1 No. 145000.00

14 Supply, Installation, Testing and commissioning of Electric WaterCooler - Atleast 225 Liter 1.00 1 No. 37500.00

Reverse Osmosis (RO) Plant Capacity 500 liter/ hour 15 Design, supply, install, testing and commissioning Reverse

Osmosis (RO) Plants to deliver water that meets theNEQS/WHO water quality standards including the following: 1.00 1 Set 1573650.00

a RO Controller b Automatic PLC System. c Feed pump, coupled with motor of requisite rating. d Pre Filtration e Activated Carbon Filter f Pre treatment chemical injection arrangement g Pressure pumps, coupled with motor of requisite rating. h Control panel, for complete system including connections i All Pipe work, including feed water pipe line, valves etc. j Pressure gauges and flow meters. k Feed water storage tank of 500 liter capacity l Product water storage tank of 1000 liter capacity Ultra Filtration (UF) Plants Capacity 500 liter/ hour

16 Design, supply, install, testing and commissioning Ultra Filtration(UF) Plants using ultrafiltration membrane for turbidity and biologicalremoval to deliver water that meets the NEQS/WHO water quality

1.00 1 Set 1181700.00

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standards including following equipment and accessories completein all respect. :

a Automatic PLC System. b Pre Filtration (Sand Filtration) c Chemical Removal Filter as per site requirement d Activated carbon filter e Feed pump, coupled with motor of requisite rating. f Pressure pumps, coupled with motor of requisite rating (if

required). g Control panel, for complete system including connections. h All Pipe work, including feed water pipe line, valves etc. i Pressure gauges and flow meters. j Feed water storage tank of 1000 litre capacity k Product water storage tanks 2no each of 1000 litre capacity OR 1

Tank of 2000 Liters Capacity 17 Installation 1000 LPH Submersible Pump Supplying & Installing Submersible pump having 1000 LPH with

suitable submersible motor i/c suitable dia raiser pipe etc. as persite requirement complete in all respect. The rate also includessubmersible electric cable, clamps, bends, foundation nuts andbolts, MCU,indicating light etc. 3.0 1 Set 109000.00

18 Operation & Maintenance 1st Year 1.0 1 Year 1379851.00 2nd Year 1.0 1 Year 1517836.00 3rd Year 1.0 1 Year 1669620.00 PLANT ROOM & DISPENSER AREA (District Bahawalpur) (4

No.)4

1 3 21b Excavation in foundation of buildings, bridges and other structures

including dabbling, dressing, refilling around structure withexcavated earth, watering and ramming lead up to one chain(30 m) and li ft. up to 5 ft. b) in ordinary soil 682.40 1000 Cft 7687.15

2 10 3 Providing, laying, watering and ramming brick ballast 1-1/2 to 2"(40 mm to 50 mm) gauge mixed with 25 % sand, for floorfoundation, complete in all respects 175.92 100 Cft 4474.30

3 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:4:8 79.28 100 Cft 17961.75

4 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 532.52 100 Cft 17634.85

5 6 6 a ii Providing and laying reinforced cement concrete (includingprestressed concrete), using coarse sand and screened graded andwashed aggregate, in required shape and design, including forms,moulds, shuttering, lifting, compacting, curing, rendering andfinishing exposed surface, complete (but excluding the cost of steelreinforcement, its fabrication and placing in position, etc.):- (a)(ii)Reinforced cement concrete in slab of rafts / strip foundation, baseslab of column and retaining walls; etc and other structural membersother than those mentioned in 5(a) (i) above not requiring form work(i.e. horizental shuttering) complete in all respects:- (3) Type C(nominal mix 1: 2: 4) 200.00 1 Cft 274.35

6 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 612.00 100 Kg 14663.10

7 3 15 Filling, watering and ramming earth under floors: i) with surplusearth from foundation etc. 200.00 1000 Cft 3685.45

8 3 15 Filling, watering and ramming earth under floors:-ii)with new earthexcavated from outside, lead up to one chain (30 m). 200.00 1000 Cft 7427.50

9 3 24 Compaction of earthwork (soft, ordinary or hard soil) :-b)Compaction by rolling with animal driven roller/hand rammed: ii)ordinary soil 200.00 1000 Cft 1273.25

10 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 210.00 100 Sft 2227.45 11 10 25 Laying floor of approved colored glazed tiles X "(6 mm) thick, laid in

white cement and pigment on a bed of W (20 mm) thick cementmortar 1:2. 610.00 100 Sft 17137.40

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12 25 30 Making and fixing steel grated doors, complete with lockingarrangement, angle iron frame 2"x2"x3/8" (50x50x10 mm) and ¾"(20 mm) square bars 4" (100 mm) centre to centre. 88.00 1 Sft 1010.10

PLUMBING WORKS (1 No.) 13 19 26 Providing and fixing chromium plated bib cock. ii) 1.5 cm (1/2") 12.00 1 No. 340.60 14 19 27 Providing and fixing chromium plated tee stop cock 1.5 cm (1/2") 12.00 1 No. 460.60 COLLECTION CHAMBER (3 No.) 3

15 3 42 Earthwork excavation in open cutting for sewers and manholes asshown in drawings including shuttering and timbering, dressing tocorrect section and dimensions according to templates and levels,and removing surface water, in all types of soil except shingle,gravel and rock:- i) 0 ft. to 7.0 ft. (0 to 2.10 m) depth 255.84 1000 Cft 6320.80

16 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 24.00 100 Cft 22608.15

17 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 91.14 100 Cft 17634.85

18 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 81.00 100 Sft 2227.45 19 6 6 a ii Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened graded andwashed aggregate, in required shape and design, including forms,moulds, shuttering, lifting, compacting, curing, rendering andfinishing exposed surface, complete (but excluding the cost of steelreinforcement, its fabrication and placing in position, etc.):- (a)(ii)Reinforced cement concrete in slab of rafts / strip foundation, baseslab of column and retaining walls; etc and other structural membersother than those mentioned in 5(a) (i) above not requiring form work(i.e. horizental shuttering) complete in all respects:- (3) Type C(nominal mix 1: 2: 4) 8.91 1 Cft 274.35

20 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 27.30 100 Kg 14663.10

21 19 39 Supply and fitting of cast iron manhole cover with frame, etc.complete. i) 30 cm (12") dia 3.00 1 No. 207.90

MISCELLANEOUS ITEMS (4 No.) 4 22 10 43 Providing and laying Tuff pavers, having 7000PSI, crushing strength

of approved manufacturer, over 2"to3" sand cushion i/c groutingwith sand in joints i/c finishing to require slope . complete in allrespect. (50% Grey / 50% Colored) ii) 60 mm thick 650.00 1 Sft 109.75

DRAIN PIPE UP TO INJECTION WELL OR EXISTING DRAINAGE SYSTEM (3 No.)

3

23 3 44 Excavation of trenches in all kinds of soil, except cutting rock, forwater supply pipelines up to 5 ft. (1.5 m) depth from ground level,including trimming, dressing sides, leveling the beds of trenches tocorrect grade and cutting pits for joints, etc. complete in all respects. 1260.00 1000 Cft 5472.70

24 3 13 Rehandling of earthwork up to a lead 50 Ft (15m) 1008.00 1000 Cft 2546.55 25 3 24 Compaction of Earthwork (soft, ordinary or hard soil): a) Mixing,

moisturizing up to optimum moisture content in layers forcompaction etc. complete 504.00 1000 Cft 884.55

26 3 24 b) Compaction by rolling by animal driven roller, hand rammed ii) Ordinary soil 504.00 1000 Cft 1273.25

27 23 15 Providing and installing P.V.C. blind pipe, B.S.S. Class `B', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. D) 6" i/d dia pipe 210.00 27 Rft 422.80

INJECTION WELL (2 No.) 2 28 23 5 Direct Rotary/Reverse Rotary drilling of bore for tubewells in all

types of soil except shingle, gravel and rock a) From ground level to250 ft. (75m) below ground level:- i) 12" to 15" (300 to 375 mm) i/d 500.00 1 Rft 575.50

29 23 5 Direct Rotary/Reverse Rotary drilling of bore for tube wells in alltypes of soil except shingle, gravel and rock:-:- b) exceeding 250 ft.('75 m) depth below ground level:-i) 12" to 15" (300 to 375 mm) i/d 280.00 1 Rft 575.50

30 23 7 Providing strong substantially built box of deodar wood 4' x 2.5' x9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpur for

2.00 1 No. 11126.50

27

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future reference due to space constraint in pre- fabricated plantroom.

31 23 11 Providing and installing, P.V.C. strainer B.S.S. Class 'B', in tubewell bore hole, including sockets and solvents, etc. complete:-d) 6" i/d (150 mm) 130.00 1 Rft 326.20

32 23 15 Providing and installing P.V.C. blind pipe, B.S.S. Class `B', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. D) 6" i/d dia pipe 650.00 1 Rft 422.80

33 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:- i) B.S.S. Class 'B' d) 6" i/d (150 mm) 2.00 1 No. 184.90

34 23 18 Shrouding with graded pea gravel 3/8" to 1/8"(10 to 3mm) aroundtube well in borehole. 900.00 1 Cft 95.05

35 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 24.74 100 Cft 22608.15

1000 LITRE CAPACITY TUBEWELL (3 No.) 3 36 23 1d Boring for tube well in all types of soil except shingle and rock, from

ground level to 100 ft. (30 m) depth, including sinking andwithdrawing of casing pipe, complete 6" (150 mm) i/d 300.00 1 Rft 292.10

37 23 2a Boring for tube well in all types of soil except shingle, gravel & rock,from a depth of 100.1 ft. to 200 ft. (30 to 60 m) below ground level,including sinking and withdrawing of casing pipe, complete:-a)5"(125 mm) i/d 60.00 1 Rft 323.65

38 23 7 Providing strong substantially built box of deodar wood 4' x 2.5' x9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpur forfuture reference due to space constraint in pre- fabricated plantroom. 3.00 1 No. 11126.50

39 23 12 Providing and installing, P.V.C. strainer B.S.S. Class 'D', in tubewell bore hole, including sockets and solvents, etc. complete:-b) 4" i/d (100 mm) 30.00 1 Rft 299.45

40 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. b) 4" i/d dia pipe 24.00 1 Rft 365.80

41 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. d) 6" i/d dia pipe 312.00 1 Rft 758.35

42 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:- i) B.S.S. Class 'D' b) 4" i/d (100 mm) 3.00 1 No. 121.35

43 23 17i Testing and developing of tube well of size 6" (150 mm) i/d andabove continuously. i) up to 1.5 cs. Discharge 216.00 1 Hour 1324.55

44 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 37.11 100 Cft 22608.15

2000 LITRE CAPACITY TUBEWELL (1 No.) 1 45 23 1d Boring for tube well in all types of soil except shingle and rock, from

ground level to 100 ft. (30 m) depth, including sinking andwithdrawing of casing pipe, complete 6" (150 mm) i/d 100.00 1 Rft 292.10

46 23 2a Boring for tube well in all types of soil except shingle, gravel & rock,from a depth of 100.1 ft. to 200 ft. (30 to 60 m) below ground level,including sinking and withdrawing of casing pipe, complete:-a)5" (125 mm) i/d 24.00 1 Rft 323.65

47 23 7 Providing strong substantially built box of deodar wood 4' x 2.5' x9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpur forfuture reference due to space constraint in pre- fabricated plantroom. 1.00 1 No. 11126.50

48 23 12 Providing and installing, P.V.C. strainer B.S.S. Class 'D', in tubewell bore hole, including sockets and solvents, etc. complete:-b) 4" i/d (100 mm) 12.00 1 Rft 299.45

49 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. b) 4" i/d dia pipe 10.00 1 Rft 365.80

50 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. d) 6" i/d dia pipe 104.00 1 Rft 758.35

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51 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:- i) B.S.S. Class 'D' b) 4" i/d (100 mm) 1.00 1 No. 121.35

52 23 17i Testing and developing of tube well of size 6" (150 mm) i/d andabove continuously. i) up to 1.5 cs. Discharge 72.00 1 Hour 1324.55

53 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 12.37 100 Cft 22608.15

NON-STANDERDIZED ITEMS PLANT ROOM & DISPENSER AREA (District Bahawalpur) (4

No.)4

1 Providing & Installation MS Grill as per drawing 232 1 Sft 320.00 2

Supply and Fixing of Fiber Glass shed/shelter for Plant room as per

drawing and direction of Engineer In charge. 856 1 Sft 467.00 PLUMBING WORKS (4 No.) 3

Supply , Install, test and maintain domestic cold/Hot waterpolypropylene (PPRC) with minimum working pressure 15 bars at20⁰C Tigris, Green or approved equal pressure pipe for cold watersupply as per DIN 8077-8088 for pipes and DIN 16962 for fittingpolyfusion welded joints) inside building including specials (sockets,tees, elbow, bends, crosses, reducers, plug and union etc.)supported on walls including pipe hangers, supports, cutting andmaking good the holes, complete in all respects as shown ondrawings and in accordance with the specifications. Ø 63 mm 40 1 Rft 500.00

ELECTRIFICATION (4 No.) 4.00 4 Electrical Works for Plant Wiring and Internal Lights. 4 1 Job 5000.00 5

Bore type, earthing up to permanent water level/moist soil byarrangement of earth pit/point comprising of concrete/brickworkhousing with lifting cover 50mm perforated GI pipe, appropriate barecopper stranded conductor as per details in drawing. The earthingand bonding shall be complete with fixing clamps etc. & all metalworks shall be bonded to the proposed earthing network (assumedwater level @30 meter depth) Drilling of earth bore 3" dia 30 ft. deepbut up to permanent water table. Supply and installation of G.I pipe2" dia 14 SWG to be installed in pre-made bore including allaccessories like tees, bends, sockets etc. Pipe shall be connectedto tinned copper spike as per detail shown on drawing, complete inall respects.Supply and installation of tinned copper spike to be manufacturedas per detail shown on drawing. Spike shall be connected/screwedat bottom of G.I pipe including all accessories like nuts and boltscomplete in all respect.Supply and installation of 70 mm2 bare stranded electrolytic copperconductor lead in prelaid G.I pipe and connected to tinned copperspike as shown on drawing. 2 Nos. of leads to be installed includingall accessories like brass nuts, bolts, washers etc. complete in allrespect.Supply and installation of tinned earth test link in earthing pitconsisting of copper plate (12"x2'°x1/2") with fixing arrangement onthe wall of man holeincluding brass nuts, bolts washers lugs etc. complete in all respect. 4 1 Job 125000.00

6

Construction of earthing pit (manhole) of internal size 18"x18"x24"deep with 9" thick brick wall with cement mortar, internal plaster 1:4,RCC 4" thick cover with lifting hooks including all accessoriescomplete in all respect.Design, supply, construction, testing and commissioning ofcompletion of the lightning protection system as per specificationclause 4.7.3.5 4 1 Job 19650.00

INJECTION WELL (2 No.) 2 7

Taking soil samples after every 10 feet depth or from each strata

change, testing submission of complete results of strataanalysis. 2 1 Job 22320.00

8 Providing and fixing of PVC cap to cover the pump housing. 2 1 Job 375.00 1000 LITRE CAPACITY TUBEWELL (3 No.) 3 9 Taking soil samples after every 10 feet depth or from each strata

change, testing submission of complete results of strataanalysis. 3.00 1 Job 20360.00

10 Providing and installation of PVC 6" * 4" size reducer complete i/c its 3.00 1 Job 682.00

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jointing with housing and blind pipe.11 Providing and fixing of PVC cap to cover the pump housing. 3.00 1 Job 341.00 12 Providing and fixing on the pump housing pipe 6" dia at the location

in pump foundation, as shown in the drawing MS Suspension Clampof 5th length made of 8" wide and 1/2" thick MS flat complete with 4no. 5/8" dia nuts and bolts complete in all respects. 3.00 1 Job 10912.00

13 Chemical and bacteriological testing of water samples 3 No. 9.00 1 Job 6820.00 2000 LITRE CAPACITY TUBEWELL (1 No.) 1

14 Taking soil samples after every 10 feet depth or from each stratachange, testing submission of complete results of strataanalysis. 1.00 1 Job 20460.00

15 Providing and installation of PVC 6" * 4" size reducer complete i/c itsjointing with housing and blind pipe. 1.00 1 Job 682.00

16 Providing and fixing of PVC cap to cover the pump housing. 1.00 1 Job 341.00 17 Providing and fixing on the pump housing pipe 6" dia at the location

in pump foundation, as shown in the drawing MS Suspension Clampof 5th length made of 8" wide and 1/2" thick MS flat complete with 4no. 5/8" dia nuts and bolts complete in all respects. 1.00 1 Job 10912.00

18 Chemical and bacteriological testing of water samples 3 No. 3.00 1 Job 6820.00 Reverse Osmosis (RO) Plant Capacity 250 liter/ hour

19 Design, supply, install, testing and commissioning ReverseOsmosis (RO) Plants to deliver water that meets theNEQS/WHO water quality standards including the following: 1.00 1 Set 1456650.00

a RO Controller b Automatic PLC System. c Feed pump, coupled with motor of requisite rating. d Pre Filtration e Activated Carbon Filter f Pre treatment chemical injection arrangement g Pressure pumps, coupled with motor of requisite rating. h Control panel, for complete system including connections i All Pipe work, including feed water pipe line, valves etc. j Pressure gauges and flow meters. k Feed water storage tank of 500 liter capacity l Product water storage tank of 1000 liter capacity

20 Provide additional filter (Arsenic, Nitrate & Fluoride) for thecontaminants encountered as need basis to meet theNEQS/WHO Water Quality Standards 1.00 1 No. 145000.00

21 Supply, Installation, Testing and commissioning of Electric WaterCooler - Atleast 225 Liter 1.00 1 No. 37500.00

Reverse Osmosis (RO) Plant Capacity 500 liter/ hour 22 Design, supply, install, testing and commissioning Reverse

Osmosis (RO) Plants to deliver water that meets theNEQS/WHO water quality standards including the following: 1.00 1 Set 1573650.00

a RO Controller b Automatic PLC System. c Feed pump, coupled with motor of requisite rating. d Pre Filtration e Activated Carbon Filter f Pre treatment chemical injection arrangement g Pressure pumps, coupled with motor of requisite rating. h Control panel, for complete system including connections i All Pipe work, including feed water pipe line, valves etc. j Pressure gauges and flow meters. k Feed water storage tank of 500 liter capacity l Product water storage tank of 1000 liter capacity

23 Provide additional filter (Arsenic, Nitrate & Fluoride) for thecontaminants encountered as need basis to meet theNEQS/WHO Water Quality Standards 1.00 1 No. 145000.00

24 Supply, Installation, Testing and commissioning of Electric WaterCooler - Atleast 400 Liter 1.00 1 No. 46500.00

Reverse Osmosis (RO) Plant Capacity 1000 liter/ hour 25 Design, supply, install, testing and commissioning Reverse

Osmosis (RO) Plants to deliver water that meets theNEQS/WHO water quality standards including the following: 2.00 1 Set 1842750.00

30

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a RO Controller b Automatic PLC System. c Feed pump, coupled with motor of requisite rating. d Pre Filtration e Activated Carbon Filter f Pre treatment chemical injection arrangement g Pressure pumps, coupled with motor of requisite rating. h Control panel, for complete system including connections i All Pipe work, including feed water pipe line, valves etc. j Pressure gauges and flow meters. k Feed water storage tank of 2000 litre capacity l Product water storage tanks 2no each of 2000 litre capacity

26 Provide additional filter (Arsenic, Nitrate & Fluoride) for thecontaminants encountered as need basis to meet theNEQS/WHO Water Quality Standards 1.00 1 No. 145000.00

27 Supply, Installation, Testing and commissioning of Electric WaterCooler - Atleast 650 Liter 1.00 1 No. 63750.00

Reverse Osmosis (RO) Plant Capacity 500 liter/ hour 28 Design, supply, install, testing and commissioning Reverse

Osmosis (RO) Plants to deliver water that meets theNEQS/WHO water quality standards including the following: 1.00 1 Set 1573650.00

a RO Controller b Automatic PLC System. c Feed pump, coupled with motor of requisite rating. d Pre Filtration e Activated Carbon Filter f Pre treatment chemical injection arrangement g Pressure pumps, coupled with motor of requisite rating. h Control panel, for complete system including connections i All Pipe work, including feed water pipe line, valves etc. j Pressure gauges and flow meters. k Feed water storage tank of 500 liter capacity l Product water storage tank of 1000 liter capacity

29 Provide additional filter (Arsenic, Nitrate & Fluoride) for thecontaminants encountered as need basis to meet theNEQS/WHO Water Quality Standards 1.00 1 No. 145000.00

30 Supply, Installation, Testing and commissioning of Electric WaterCooler - Atleast 400 Liter 1.00 1 No. 46500.00

31 Installation 1000 LPH Submersible Pump Supplying & Installing Submersible pump having 1000 LPH with

suitable submersible motor i/c suitable dia raiser pipe etc. as persite requirement complete in all respect. The rate also includessubmersible electric cable, clamps, bends, foundation nuts andbolts, MCU,indicating light etc. 3.0 1 Set 109000.00

32 Installation 2000 LPH Submersible Pump Supplying & Installing Submersible pump having 2000 LPH with

suitable submersible motor i/c suitable dia raiser pipe etc. as persite requirement complete in all respect. The rate also includessubmersible electric cable, clamps, bends, foundation nuts andbolts, MCU,indicating light etc. 1.0 1 Set 160000.00

33 Operation & Maintenance 1st Year 1.0 1 Year 1884028.00 2nd Year 1.0 1 Year 2072430.00 3rd Year 1.0 1 Year 2279673.00 PLANT ROOM & DISPENSER AREA (District D.G.Khan) (4 No.) 4 1 3 21b Excavation in foundation of buildings, bridges and other structures

including dabbling, dressing, refilling around structure withexcavated earth, watering and ramming lead up to one chain(30 m) and li ft. up to 5 ft. b) in ordinary soil 682.40 1000 Cft 7687.15

2 10 3 Providing, laying, watering and ramming brick ballast 1-1/2 to 2"(40 mm to 50 mm) gauge mixed with 25 % sand, for floorfoundation, complete in all respects 175.92 100 Cft 4504.30

3 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:4:8 79.28 100 Cft 17788.95

4 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sand 532.52 100 Cft 18028.35

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mortar:- Ratio 1:65 6 6 a ii Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened graded andwashed aggregate, in required shape and design, including forms,moulds, shuttering, lifting, compacting, curing, rendering andfinishing exposed surface, complete (but excluding the cost of steelreinforcement, its fabrication and placing in position, etc.):- (a)(ii)Reinforced cement concrete in slab of rafts / strip foundation, baseslab of column and retaining walls; etc and other structural membersother than those mentioned in 5(a) (i) above not requiring form work(i.e. horizental shuttering) complete in all respects:- (3) Type C(nominal mix 1: 2: 4) 200.00 1 Cft 274.35

6 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 612.00 100 Kg 14670.20

7 3 15 Filling, watering and ramming earth under floors: i) with surplusearth from foundation etc. 200.00 1000 Cft 3685.45

8 3 15 Filling, watering and ramming earth under floors:-ii)with new earthexcavated from outside, lead up to one chain (30 m). 200.00 1000 Cft 7427.50

9 3 24 Compaction of earthwork (soft, ordinary or hard soil) :-b)Compaction by rolling with animal driven roller/hand rammed: ii)ordinary soil 200.00 1000 Cft 1273.25

10 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 210.00 100 Sft 2215.20 11 10 25 Laying floor of approved colored glazed tiles X "(6 mm) thick, laid in

white cement and pigment on a bed of W (20 mm) thick cementmortar 1:2. 610.00 100 Sft 17118.65

12 25 30 Making and fixing steel grated doors, complete with lockingarrangement, angle iron frame 2"x2"x3/8" (50x50x10 mm) and ¾"(20 mm) square bars 4" (100 mm) centre to centre. 88.00 1 Sft 1010.45

PLUMBING WORKS (1 No.) 13 19 26 Providing and fixing chromium plated bib cock. ii) 1.5 cm (1/2") 12.00 1 No. 340.60 14 19 27 Providing and fixing chromium plated tee stop cock 1.5 cm (1/2") 12.00 1 No. 460.60 COLLECTION CHAMBER (5 No.) 5

15 3 42 Earthwork excavation in open cutting for sewers and manholes asshown in drawings including shuttering and timbering, dressing tocorrect section and dimensions according to templates and levels,and removing surface water, in all types of soil except shingle,gravel and rock:- i) 0 ft. to 7.0 ft. (0 to 2.10 m) depth 426.40 1000 Cft 6320.80

16 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 40.00 100 Cft 22449.75

17 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 151.9 100 Cft 18025.35

18 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 135.00 100 Sft 2215.20 19 6 6 a ii Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened graded andwashed aggregate, in required shape and design, including forms,moulds, shuttering, lifting, compacting, curing, rendering andfinishing exposed surface, complete (but excluding the cost of steelreinforcement, its fabrication and placing in position, etc.):- (a)(ii)Reinforced cement concrete in slab of rafts / strip foundation, baseslab of column and retaining walls; etc and other structural membersother than those mentioned in 5(a) (i) above not requiring form work(i.e. horizental shuttering) complete in all respects:- (3) Type C(nominal mix 1: 2: 4) 14.85 1 Cft 274.35

20 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 45.50 100 Kg 14670.20

21 19 39 Supply and fitting of cast iron manhole cover with frame, etc.complete. i) 30 cm (12") dia 5.00 1 No. 207.90

MISCELLANEOUS ITEMS (4 No.) 4 22 10 43 Providing and laying Tuff pavers, having 7000PSI, crushing strength

of approved manufacturer, over 2"to3" sand cushion i/c grouting650.00 1 Sft 109.05

32

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with sand in joints i/c finishing to require slope . complete in allrespect. (50% Grey / 50% Colored) ii) 60 mm thick

DRAIN PIPE UP TO INJECTION WELL OR EXISTING DRAINAGE SYSTEM (5 No.)

5

23 3 44 Excavation of trenches in all kinds of soil, except cutting rock, forwater supply pipelines up to 5 ft. (1.5 m) depth from ground level,including trimming, dressing sides, leveling the beds of trenches tocorrect grade and cutting pits for joints, etc. complete in all respects. 2100.00 1000 Cft 5472.70

24 3 13 Rehandling of earthwork up to a lead 50 Ft (15m) 1680.00 1000 Cft 2546.55 25 3 24 Compaction of Earthwork (soft, ordinary or hard soil): a) Mixing,

moisturizing up to optimum moisture content in layers forcompaction etc. complete 840.00 1000 Cft 884.55

26 3 24 b) Compaction by rolling by animal driven roller, hand rammed ii) Ordinary soil 840.00 1000 Cft 1273.25

27 23 15 Providing and installing P.V.C. blind pipe, B.S.S. Class `B', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. D) 6" i/d dia pipe 350.00 27 Rft 422.80

INJECTION WELL (2 No.) 2 28 23 5 Direct Rotary/Reverse Rotary drilling of bore for tubewells in all

types of soil except shingle, gravel and rock a) From ground level to250 ft. (75m) below ground level:- i) 12" to 15" (300 to 375 mm) i/d 500.00 1 Rft 575.50

29 23 5 Direct Rotary/Reverse Rotary drilling of bore for tube wells in alltypes of soil except shingle, gravel and rock:-:- b) exceeding 250 ft.('75 m) depth below ground level:-i) 12" to 15" (300 to 375 mm) i/d 280.00 1 Rft 575.50

30 23 7 Providing strong substantially built box of deodar wood 4' x 2.5' x9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpur forfuture reference due to space constraint in pre- fabricated plantroom. 2.00 1 No. 11126.50

31 23 11 Providing and installing, P.V.C. strainer B.S.S. Class 'B', in tubewell bore hole, including sockets and solvents, etc. complete:-d) 6" i/d (150 mm) 130.00 1 Rft 326.20

32 23 15 Providing and installing P.V.C. blind pipe, B.S.S. Class `B', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. D) 6" i/d dia pipe 650.00 1 Rft 422.80

33 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:- i) B.S.S. Class 'B' d) 6" i/d (150 mm) 2.00 1 No. 184.90

34 23 18 Shrouding with graded pea gravel 3/8" to 1/8"(10 to 3mm) aroundtube well in borehole. 900.00 1 Cft 95.05

35 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 24.74 100 Cft 22449.75

1000 LITRE CAPACITY TUBEWELL (6 No.) 6 36 23 1d Boring for tube well in all types of soil except shingle and rock, from

ground level to 100 ft. (30 m) depth, including sinking andwithdrawing of casing pipe, complete 6" (150 mm) i/d 600.00 1 Rft 292.10

37 23 2a Boring for tube well in all types of soil except shingle, gravel & rock,from a depth of 100.1 ft. to 200 ft. (30 to 60 m) below ground level,including sinking and withdrawing of casing pipe, complete:-a)5" (125 mm) i/d 120.00 1 Rft 323.65

38 23 7 Providing strong substantially built box of deodar wood 4' x 2.5' x9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpur forfuture reference due to space constraint in pre- fabricated plantroom. 6.00 1 No. 11126.50

39 23 12 Providing and installing, P.V.C. strainer B.S.S. Class 'D', in tubewell bore hole, including sockets and solvents, etc. complete:-b) 4" i/d (100 mm) 60.00 1 Rft 299.45

40 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. b) 4" i/d dia pipe 48.00 1 Rft 365.80

41 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. d) 6" i/d dia pipe 624.00 1 Rft 758.35

42 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:- 6.00 1 No. 121.35

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i) B.S.S. Class 'D' b) 4" i/d (100 mm)43 23 17i Testing and developing of tube well of size 6" (150 mm) i/d and

above continuously. i) up to 1.5 cs. Discharge 432.00 1 Hour 1324.55 44 6 5 Cement concrete plain i/c placing compacting finishing & curing

complete i/c screening & washing of stone aggregate ratio 1:2:4 74.22 100 Cft 22449.75 2000 LITRE CAPACITY TUBEWELL (1 No.) 1

45 23 1d Boring for tube well in all types of soil except shingle and rock, fromground level to 100 ft. (30 m) depth, including sinking andwithdrawing of casing pipe, complete 6" (150 mm) i/d 100.00 1 Rft 292.10

46 23 2a Boring for tube well in all types of soil except shingle, gravel & rock,from a depth of 100.1 ft. to 200 ft. (30 to 60 m) below ground level,including sinking and withdrawing of casing pipe, complete:-a)5" (125 mm) i/d 24.00 1 Rft 323.65

47 23 7 Providing strong substantially built box of deodar wood 4' x 2.5' x9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpur forfuture reference due to space constraint in pre- fabricated plantroom. 1.00 1 No. 11126.50

48 23 12 Providing and installing, P.V.C. strainer B.S.S. Class 'D', in tubewell bore hole, including sockets and solvents, etc. complete:-b) 4" i/d (100 mm) 12.00 1 Rft 299.45

49 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. b) 4" i/d dia pipe 10.00 1 Rft 365.80

50 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. d) 6" i/d dia pipe 104.00 1 Rft 758.35

51 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:- i) B.S.S. Class 'D' b) 4" i/d (100 mm) 1.00 1 No. 121.35

52 23 17i Testing and developing of tube well of size 6" (150 mm) i/d andabove continuously. i) up to 1.5 cs. Discharge 72.00 1 Hour 1324.55

53 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 12.37 100 Cft 22449.75

NON-STANDERDIZED ITEMS PLANT ROOM & DISPENSER AREA (District D,G,Khan) (4 No.) 4 1 Providing & Installation MS Grill as per drawing 232 1 Sft 320.00 2 Supply and Fixing of Fiber Glass shed/shelter for Plant room as per

drawing and direction of Engineer In charge. 856 1 Sft 467.00 PLUMBING WORKS (4 No.) 3

Supply , Install, test and maintain domestic cold/Hot waterpolypropylene (PPRC) with minimum working pressure 15 bars at20⁰C Tigris, Green or approved equal pressure pipe for cold watersupply as per DIN 8077-8088 for pipes and DIN 16962 for fittingpolyfusion welded joints) inside building including specials (sockets,tees, elbow, bends, crosses, reducers, plug and union etc.)supported on walls including pipe hangers, supports, cutting andmaking good the holes, complete in all respects as shown ondrawings and in accordance with the specifications. Ø 63 mm 40 1 Rft 500.00

ELECTRIFICATION (7 No.) 7.00 4 Electrical Works for Plant Wiring and Internal Lights. 7 1 Job 5000.00 5 Bore type, earthing up to permanent water level/moist soil by

arrangement of earth pit/point comprising of concrete/brickworkhousing with lifting cover 50mm perforated GI pipe, appropriate barecopper stranded conductor as per details in drawing. The earthingand bonding shall be complete with fixing clamps etc. & all metalworks shall be bonded to the proposed earthing network (assumedwater level @30 meter depth) Drilling of earth bore 3" dia 30 ft. deepbut up to permanent water table. Supply and installation of G.I pipe2" dia 14 SWG to be installed in pre-made bore including allaccessories like tees, bends, sockets etc. Pipe shall be connectedto tinned copper spike as per detail shown on drawing, complete inall respects.Supply and installation of tinned copper spike to be manufacturedas per detail shown on drawing. Spike shall be connected/screwedat bottom of G.I pipe including all accessories like nuts and bolts

7 1 Job 125000.00

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complete in all respect.Supply and installation of 70 mm2 bare stranded electrolytic copperconductor lead in prelaid G.I pipe and connected to tinned copperspike as shown on drawing. 2 Nos. of leads to be installed includingall accessories like brass nuts, bolts, washers etc. complete in allrespect.Supply and installation of tinned earth test link in earthing pitconsisting of copper plate (12"x2'°x1/2") with fixing arrangement onthe wall of man holeincluding brass nuts, bolts washers lugs etc. complete in all respect.

6

Construction of earthing pit (manhole) of internal size 18"x18"x24"deep with 9" thick brick wall with cement mortar, internal plaster 1:4,RCC 4" thick cover with lifting hooks including all accessoriescomplete in all respect.Design, supply, construction, testing and commissioning ofcompletion of the lightning protection system as per specificationclause 4.7.3.5 7 1 Job 19650.00

INJECTION WELL (2 No.) 2 7

Taking soil samples after every 10 feet depth or from each strata

change, testing submission of complete results of strataanalysis. 2 1 Job 22320.00

8 Providing and fixing of PVC cap to cover the pump housing. 2 1 Job 375.00 1000 LITRE CAPACITY TUBEWELL (6 No.) 6 9 Taking soil samples after every 10 feet depth or from each strata

change, testing submission of complete results of strataanalysis. 6.00 1 Job 20360.00

10 Providing and installation of PVC 6" * 4" size reducer complete i/c itsjointing with housing and blind pipe. 6.00 1 Job 682.00

11 Providing and fixing of PVC cap to cover the pump housing. 6.00 1 Job 341.00 12 Providing and fixing on the pump housing pipe 6" dia at the location

in pump foundation, as shown in the drawing MS Suspension Clampof 5th length made of 8" wide and 1/2" thick MS flat complete with 4no. 5/8" dia nuts and bolts complete in all respects. 6.00 1 Job 10912.00

13 Chemical and bacteriological testing of water samples 3 No. 18.00 1 Job 6820.00 2000 LITRE CAPACITY TUBEWELL (1 No.) 1

14 Taking soil samples after every 10 feet depth or from each stratachange, testing submission of complete results of strataanalysis. 1.00 1 Job 20460.00

15 Providing and installation of PVC 6" * 4" size reducer complete i/c itsjointing with housing and blind pipe. 1.00 1 Job 682.00

16 Providing and fixing of PVC cap to cover the pump housing. 1.00 1 Job 341.00 17 Providing and fixing on the pump housing pipe 6" dia at the location

in pump foundation, as shown in the drawing MS Suspension Clampof 5th length made of 8" wide and 1/2" thick MS flat complete with 4no. 5/8" dia nuts and bolts complete in all respects. 1.00 1 Job 10912.00

18 Chemical and bacteriological testing of water samples 3 No. 3.00 1 Job 6820.00 Reverse Osmosis (RO) Plant Capacity 250 liter/ hour

19 Design, supply, install, testing and commissioning ReverseOsmosis (RO) Plants to deliver water that meets theNEQS/WHO water quality standards including the following: 2.00 1 Set 1456650.00

a RO Controller b Automatic PLC System. c Feed pump, coupled with motor of requisite rating. d Pre Filtration e Activated Carbon Filter f Pre treatment chemical injection arrangement g Pressure pumps, coupled with motor of requisite rating. h Control panel, for complete system including connections i All Pipe work, including feed water pipe line, valves etc. j Pressure gauges and flow meters. k Feed water storage tank of 500 liter capacity l Product water storage tank of 1000 liter capacity

20 Provide additional filter (Arsenic, Nitrate & Fluoride) for thecontaminants encountered as need basis to meet theNEQS/WHO Water Quality Standards 2.00 1 No. 145000.00

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21 Supply, Installation, Testing and commissioning of Electric WaterCooler - Atleast 225 Liter 2.00 1 No. 37500.00

Reverse Osmosis (RO) Plant Capacity 1000 liter/ hour 22 Design, supply, install, testing and commissioning Reverse

Osmosis (RO) Plants to deliver water that meets theNEQS/WHO water quality standards including the following: 1.00 1 Set 1842750.00

a RO Controller b Automatic PLC System. c Feed pump, coupled with motor of requisite rating. d Pre Filtration e Activated Carbon Filter f Pre treatment chemical injection arrangement g Pressure pumps, coupled with motor of requisite rating. h Control panel, for complete system including connections i All Pipe work, including feed water pipe line, valves etc. j Pressure gauges and flow meters. k Feed water storage tank of 2000 litre capacity l Product water storage tanks 2no each of 2000 litre capacity Ultra Filtration (UF) Plants Capacity 250 liter/ hour

23 Design, supply, install, testing and commissioning Ultra Filtration(UF) Plants using ultrafiltration membrane for turbidity and biologicalremoval to deliver water that meets the NEQS/WHO water qualitystandards including following equipment and accessories completein all respect. : 3.00 1 Set 1099800.00

a Automatic PLC System. b Pre Filtration (Sand Filtration) c Chemical Removal Filter as per site requirement d Activated carbon filter e Feed pump, coupled with motor of requisite rating. f Pressure pumps, coupled with motor of requisite rating (if

required). g Control panel, for complete system including connections. h All Pipe work, including feed water pipe line, valves etc. i Pressure gauges and flow meters. j Feed water storage tank of 500 liter capacity. k Product water storage tank of 1000 litre capacity Ultra Filtration (UF) Plants Capacity 1000 liter/ hour

24 Design, supply, install, testing and commissioning Ultra Filtration(UF) Plants using ultrafiltration membrane for turbidity and biologicalremoval to deliver water that meets the NEQS/WHO water qualitystandards including following equipment and accessories completein all respect. : 1.00 1 Set 1333800.00

a Automatic PLC System. b Pre Filtration (Sand Filtration) c Chemical Removal Filter as per site requirement d Activated carbon filter e Feed pump, coupled with motor of requisite rating. f Pressure pumps, coupled with motor of requisite rating (if

required). g Control panel, for complete system including connections. h All Pipe work, including feed water pipe line, valves etc. i Pressure gauges and flow meters. j Feed water storage tank of 2000 liter capacity. k Product water storage tanks, 2 no each of 2000 liter capacity.

25 Installation 1000 LPH Submersible Pump Supplying & Installing Submersible pump having 1000 LPH with

suitable submersible motor i/c suitable dia raiser pipe etc. as persite requirement complete in all respect. The rate also includessubmersible electric cable, clamps, bends, foundation nuts andbolts, MCU,indicating light etc. 6.0 1 Set 109000.00

26 Installation 2000 LPH Submersible Pump Supplying & Installing Submersible pump having 2000 LPH with

suitable submersible motor i/c suitable dia raiser pipe etc. as persite requirement complete in all respect. The rate also includessubmersible electric cable, clamps, bends, foundation nuts and

1.0 1 Set 160000.00

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bolts, MCU,indicating light etc.27 Operation & Maintenance 1st Year 1.0 1 Year 3232921.00 2nd Year 1.0 1 Year 3556213.00 3rd Year 1.0 1 Year 3911834.00 PLANT ROOM & DISPENSER AREA (District Rajanpur) (6 No.) 6 1 3 21b Excavation in foundation of buildings, bridges and other structures

including dabbling, dressing, refilling around structure withexcavated earth, watering and ramming lead up to one chain(30 m) and li ft. up to 5 ft. b) in ordinary soil 1023.60 1000 Cft 7492.30

2 10 3 Providing, laying, watering and ramming brick ballast 1-1/2 to 2"(40 mm to 50 mm) gauge mixed with 25 % sand, for floorfoundation, complete in all respects 263.88 100 Cft 4465.25

3 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:4:8 118.92 100 Cft 17653.60

4 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 798.78 100 Cft 17747.70

5 6 6 a ii Providing and laying reinforced cement concrete (includingprestressed concrete), using coarse sand and screened graded andwashed aggregate, in required shape and design, including forms,moulds, shuttering, lifting, compacting, curing, rendering andfinishing exposed surface, complete (but excluding the cost of steelreinforcement, its fabrication and placing in position, etc.):- (a)(ii)Reinforced cement concrete in slab of rafts / strip foundation, baseslab of column and retaining walls; etc and other structural membersother than those mentioned in 5(a) (i) above not requiring form work(i.e. horizental shuttering) complete in all respects:- (3) Type C(nominal mix 1: 2: 4) 300.00 1 Cft 271.55

6 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 918.00 100 Kg 14655.80

7 3 15 Filling, watering and ramming earth under floors: i) with surplusearth from foundation etc. 300.00 1000 Cft 3583.55

8 3 15 Filling, watering and ramming earth under floors:-ii)with new earthexcavated from outside, lead up to one chain (30 m). 300.00 1000 Cft 7193.30

9 3 24 Compaction of earthwork (soft, ordinary or hard soil) :-b)Compaction by rolling with animal driven roller/hand rammed: ii)ordinary soil 300.00 1000 Cft 1243.70

10 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 315.00 100 Sft 2168.35 11 10 25 Laying floor of approved colored glazed tiles X "(6 mm) thick, laid in

white cement and pigment on a bed of W (20 mm) thick cementmortar 1:2. 915.00 100 Sft 16932.85

12 25 30 Making and fixing steel grated doors, complete with lockingarrangement, angle iron frame 2"x2"x3/8" (50x50x10 mm) and ¾"(20 mm) square bars 4" (100 mm) centre to centre. 132.00 1 Sft 1003.60

PLUMBING WORKS (6 No.) 13 19 26 Providing and fixing chromium plated bib cock. ii) 1.5 cm (1/2") 18.00 1 No. 339.30 14 19 27 Providing and fixing chromium plated tee stop cock 1.5 cm (1/2") 18.00 1 No. 459.30 COLLECTION CHAMBER (6 No.) 6

15 3 42 Earthwork excavation in open cutting for sewers and manholes asshown in drawings including shuttering and timbering, dressing tocorrect section and dimensions according to templates and levels,and removing surface water, in all types of soil except shingle,gravel and rock:- i) 0 ft. to 7.0 ft. (0 to 2.10 m) depth 511.68 1000 Cft 6171.20

16 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 48.00 100 Cft 22309.60

17 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 182.28 100 Cft 17747.70

18 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 162.00 100 Sft 2168.35 19 6 6 a ii Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened graded andwashed aggregate, in required shape and design, including forms,moulds, shuttering, lifting, compacting, curing, rendering andfinishing exposed surface, complete (but excluding the cost of steel

17.82 1 Cft 271.55

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reinforcement, its fabrication and placing in position, etc.):- (a)(ii)Reinforced cement concrete in slab of rafts / strip foundation, baseslab of column and retaining walls; etc and other structural membersother than those mentioned in 5(a) (i) above not requiring form work(i.e. horizental shuttering) complete in all respects:- (3) Type C(nominal mix 1: 2: 4)

20 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 54.60 100 Kg 14655.80

21 19 39 Supply and fitting of cast iron manhole cover with frame, etc.complete. i) 30 cm (12") dia 6.00 1 No. 205.95

MISCELLANEOUS ITEMS (6 No.) 6 22 10 43 Providing and laying Tuff pavers, having 7000PSI, crushing strength

of approved manufacturer, over 2"to3" sand cushion i/c groutingwith sand in joints i/c finishing to require slope . complete in allrespect. (50% Grey / 50% Colored) ii) 60 mm thick 975.00 1 Sft 110.05

DRAIN PIPE UP TO INJECTION WELL OR EXISTING DRAINAGE SYSTEM (6 No.)

6

23 3 44 Excavation of trenches in all kinds of soil, except cutting rock, forwater supply pipelines up to 5 ft. (1.5 m) depth from ground level,including trimming, dressing sides, leveling the beds of trenches tocorrect grade and cutting pits for joints, etc. complete in all respects. 2520.00 1000 Cft 5340.20

24 3 13 Rehandling of earthwork up to a lead 50 Ft (15m) 2016.00 1000 Cft 2487.40 25 3 24 Compaction of Earthwork (soft, ordinary or hard soil): a) Mixing,

moisturizing up to optimum moisture content in layers forcompaction etc. complete 1008.00 1000 Cft 852.55

26 3 24 b) Compaction by rolling by animal driven roller, hand rammed ii) Ordinary soil 1008.00 1000 Cft 1243.70

22 23 15 Providing and installing P.V.C. blind pipe, B.S.S. Class `B', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. D) 6" i/d dia pipe 420.00 27 Rft 421.15

INJECTION WELL (5 No.) 5 23 23 5 Direct Rotary/Reverse Rotary drilling of bore for tubewells in all

types of soil except shingle, gravel and rock a) From ground level to250 ft. (75m) below ground level:- i) 12" to 15" (300 to 375 mm) i/d 1250.00 1 Rft 570.05

24 23 5 Direct Rotary/Reverse Rotary drilling of bore for tube wells in alltypes of soil except shingle, gravel and rock:-:- b) exceeding 250 ft.('75 m) depth below ground level:-i) 12" to 15" (300 to 375 mm) i/d 700.00 1 Rft 570.05

25 23 7 Providing strong substantially built box of deodar wood 4' x 2.5' x9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpur forfuture reference due to space constraint in pre- fabricated plantroom. 5.00 1 No. 11100.40

26 23 11 Providing and installing, P.V.C. strainer B.S.S. Class 'B', in tubewell bore hole, including sockets and solvents, etc. complete:-d) 6" i/d (150 mm) 325.00 1 Rft 324.95

27 23 15 Providing and installing P.V.C. blind pipe, B.S.S. Class `B', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. D) 6" i/d dia pipe 1625.00 1 Rft 421.15

28 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:- i) B.S.S. Class 'B' d) 6" i/d (150 mm) 5.00 1 No. 184.25

29 23 18 Shrouding with graded pea gravel 3/8" to 1/8"(10 to 3mm) aroundtube well in borehole. 2250.00 1 Cft 96.05

30 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 61.85 100 Cft 22309.60

1000 LITRE CAPACITY TUBEWELL (6 No.) 6 31 23 1d Boring for tube well in all types of soil except shingle and rock, from

ground level to 100 ft. (30 m) depth, including sinking andwithdrawing of casing pipe, complete 6" (150 mm) i/d 600.00 1 Rft 283.20

32 23 2a Boring for tube well in all types of soil except shingle, gravel & rock,from a depth of 100.1 ft. to 200 ft. (30 to 60 m) below ground level,including sinking and withdrawing of casing pipe, complete:-a)5" (125 mm) i/d 120.00 1 Rft 313.75

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33 23 7 Providing strong substantially built box of deodar wood 4' x 2.5' x9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpur forfuture reference due to space constraint in pre- fabricated plantroom. 6.00 1 No. 11100.40

34 23 12 Providing and installing, P.V.C. strainer B.S.S. Class 'D', in tubewell bore hole, including sockets and solvents, etc. complete:-b) 4" i/d (100 mm) 60.00 1 Rft 298.50

35 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. b) 4" i/d dia pipe 48.00 1 Rft 364.50

36 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. d) 6" i/d dia pipe 624.00 1 Rft 756.75

37 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:- i) B.S.S. Class 'D' b) 4" i/d (100 mm) 6.00 1 No. 120.85

38 23 17i Testing and developing of tube well of size 6" (150 mm) i/d andabove continuously. i) up to 1.5 cs. Discharge 432.00 1 Hour 1324.55

39 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 74.22 100 Cft 22309.60

NON-STANDERDIZED ITEMS PLANT ROOM & DISPENSER AREA (District Rajanpur) (6 No.) 6 1 Providing & Installation MS Grill as per drawing 348 1 Sft 320.00 2

Supply and Fixing of Fiber Glass shed/shelter for Plant room as per

drawing and direction of Engineer In charge. 1284 1 Sft 467.00 PLUMBING WORKS (6 No.) 3

Supply , Install, test and maintain domestic cold/Hot waterpolypropylene (PPRC) with minimum working pressure 15 bars at20⁰C Tigris, Green or approved equal pressure pipe for cold watersupply as per DIN 8077-8088 for pipes and DIN 16962 for fittingpolyfusion welded joints) inside building including specials (sockets,tees, elbow, bends, crosses, reducers, plug and union etc.)supported on walls including pipe hangers, supports, cutting andmaking good the holes, complete in all respects as shown ondrawings and in accordance with the specifications. Ø 63 mm 60 1 Rft 500.00

ELECTRIFICATION (6 No.) 6.00 4 Electrical Works for Plant Wiring and Internal Lights. 6 1 Job 5000.00 5

Bore type, earthing up to permanent water level/moist soil byarrangement of earth pit/point comprising of concrete/brickworkhousing with lifting cover 50mm perforated GI pipe, appropriate barecopper stranded conductor as per details in drawing. The earthingand bonding shall be complete with fixing clamps etc. & all metalworks shall be bonded to the proposed earthing network (assumedwater level @30 meter depth) Drilling of earth bore 3" dia 30 ft. deepbut up to permanent water table. Supply and installation of G.I pipe2" dia 14 SWG to be installed in pre-made bore including allaccessories like tees, bends, sockets etc. Pipe shall be connectedto tinned copper spike as per detail shown on drawing, complete inall respects.Supply and installation of tinned copper spike to be manufacturedas per detail shown on drawing. Spike shall be connected/screwedat bottom of G.I pipe including all accessories like nuts and boltscomplete in all respect.Supply and installation of 70 mm2 bare stranded electrolytic copperconductor lead in prelaid G.I pipe and connected to tinned copperspike as shown on drawing. 2 Nos. of leads to be installed includingall accessories like brass nuts, bolts, washers etc. complete in allrespect.Supply and installation of tinned earth test link in earthing pitconsisting of copper plate (12"x2'°x1/2") with fixing arrangement onthe wall of man holeincluding brass nuts, bolts washers lugs etc. complete in all respect. 6 1 Job 125000.00

6 Construction of earthing pit (manhole) of internal size 18"x18"x24"deep with 9" thick brick wall with cement mortar, internal plaster 1:4,RCC 4" thick cover with lifting hooks including all accessories

6 1 Job 19650.00

39

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complete in all respect.Design, supply, construction, testing andcommissioning of completion of the lightning protection system asper specification clause 4.7.3.5

INJECTION WELL (5 No.) 5 7

Taking soil samples after every 10 feet depth or from each strata

change, testing submission of complete results of strataanalysis. 5 1 Job 22320.00

8 Providing and fixing of PVC cap to cover the pump housing. 5 1 Job 375.00 1000 LITRE CAPACITY TUBEWELL (6 No.) 6 9 Taking soil samples after every 10 feet depth or from each strata

change, testing submission of complete results of strataanalysis. 6.00 1 Job 20360.00

10 Providing and installation of PVC 6" * 4" size reducer complete i/c itsjointing with housing and blind pipe. 6.00 1 Job 682.00

11 Providing and fixing of PVC cap to cover the pump housing. 6.00 1 Job 341.00 12 Providing and fixing on the pump housing pipe 6" dia at the location

in pump foundation, as shown in the drawing MS Suspension Clampof 5th length made of 8" wide and 1/2" thick MS flat complete with 4no. 5/8" dia nuts and bolts complete in all respects. 6.00 1 Job 10912.00

13 Chemical and bacteriological testing of water samples 3 No. 18.00 1 Job 6820.00 Reverse Osmosis (RO) Plant Capacity 250 liter/ hour

14 Design, supply, install, testing and commissioning ReverseOsmosis (RO) Plants to deliver water that meets theNEQS/WHO water quality standards including the following: 4.00 1 Set 1456650.00

a RO Controller b Automatic PLC System. c Feed pump, coupled with motor of requisite rating. d Pre Filtration e Activated Carbon Filter f Pre treatment chemical injection arrangement g Pressure pumps, coupled with motor of requisite rating. h Control panel, for complete system including connections i All Pipe work, including feed water pipe line, valves etc. j Pressure gauges and flow meters. k Feed water storage tank of 500 liter capacity l Product water storage tank of 1000 liter capacity Ultra Filtration (UF) Plants Capacity 250 liter/ hour

15 Design, supply, install, testing and commissioning Ultra Filtration(UF) Plants using ultrafiltration membrane for turbidity and biologicalremoval to deliver water that meets the NEQS/WHO water qualitystandards including following equipment and accessories completein all respect. : 1.00 1 Set 1099800.00

a Automatic PLC System. b Pre Filtration (Sand Filtration) c Chemical Removal Filter as per site requirement d Activated carbon filter e Feed pump, coupled with motor of requisite rating. f Pressure pumps, coupled with motor of requisite rating (if

required). g Control panel, for complete system including connections. h All Pipe work, including feed water pipe line, valves etc. i Pressure gauges and flow meters. j Feed water storage tank of 500 liter capacity. k Product water storage tank of 1000 litre capacity Reverse Osmosis (RO) Plant Capacity 500 liter/ hour

16 Design, supply, install, testing and commissioning ReverseOsmosis (RO) Plants to deliver water that meets theNEQS/WHO water quality standards including the following: 1.00 1 Set 1573650.00

a RO Controller b Automatic PLC System. c Feed pump, coupled with motor of requisite rating. d Pre Filtration e Activated Carbon Filter f Pre treatment chemical injection arrangement g Pressure pumps, coupled with motor of requisite rating.

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h Control panel, for complete system including connections i All Pipe work, including feed water pipe line, valves etc. j Pressure gauges and flow meters. k Feed water storage tank of 500 liter capacity l Product water storage tank of 1000 liter capacity

17 Installation 1000 LPH Submersible Pump Supplying & Installing Submersible pump having 1000 LPH with

suitable submersible motor i/c suitable dia raiser pipe etc. as persite requirement complete in all respect. The rate also includessubmersible electric cable, clamps, bends, foundation nuts andbolts, MCU,indicating light etc. 6.0 1 Set 109000.00

18 Operation & Maintenance 1st Year 1.0 1 Year 2711054.00 2nd Year 1.0 1 Year 2982159.00 3rd Year 1.0 1 Year 3280375.00 PLANT ROOM & DISPENSER AREA (District Layyah) (2 No.) 2 1 3 21b Excavation in foundation of buildings, bridges and other structures

including dabbling, dressing, refilling around structure withexcavated earth, watering and ramming lead up to one chain(30 m) and li ft. up to 5 ft. b) in ordinary soil 341.20 1000 Cft 7492.30

2 10 3 Providing, laying, watering and ramming brick ballast 1-1/2 to 2"(40 mm to 50 mm) gauge mixed with 25 % sand, for floorfoundation, complete in all respects 87.96 100 Cft 4495.25

3 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:4:8 39.64 100 Cft 17711.20

4 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 266.26 100 Cft 18426.55

5 6 6 a ii Providing and laying reinforced cement concrete (includingprestressed concrete), using coarse sand and screened graded andwashed aggregate, in required shape and design, including forms,moulds, shuttering, lifting, compacting, curing, rendering andfinishing exposed surface, complete (but excluding the cost of steelreinforcement, its fabrication and placing in position, etc.):- (a)(ii)Reinforced cement concrete in slab of rafts / strip foundation, baseslab of column and retaining walls; etc and other structural membersother than those mentioned in 5(a) (i) above not requiring form work(i.e. horizental shuttering) complete in all respects:- (3) Type C(nominal mix 1: 2: 4) 100.00 1 Cft 271.55

6 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 306.00 100 Kg 14631.40

7 3 15 Filling, watering and ramming earth under floors: i) with surplusearth from foundation etc. 100.00 1000 Cft 3583.55

8 3 15 Filling, watering and ramming earth under floors:-ii)with new earthexcavated from outside, lead up to one chain (30 m). 100.00 1000 Cft 7193.30

9 3 24 Compaction of earthwork (soft, ordinary or hard soil) :-b)Compaction by rolling with animal driven roller/hand rammed: ii)ordinary soil 100.00 1000 Cft 1243.70

10 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 105.00 100 Sft 2172.45 11 10 25 Laying floor of approved colored glazed tiles X "(6 mm) thick, laid in

white cement and pigment on a bed of W (20 mm) thick cementmortar 1:2. 305.00 100 Sft 16939.10

12 25 30 Making and fixing steel grated doors, complete with lockingarrangement, angle iron frame 2"x2"x3/8" (50x50x10 mm) and ¾"(20 mm) square bars 4" (100 mm) centre to centre. 44.00 1 Sft 1001.90

PLUMBING WORKS (2 No.) 13 19 26 Providing and fixing chromium plated bib cock. ii) 1.5 cm (1/2") 6.00 1 No. 339.30 14 19 27 Providing and fixing chromium plated tee stop cock 1.5 cm (1/2") 6.00 1 No. 459.30 COLLECTION CHAMBER (2 No.) 2

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15 3 42 Earthwork excavation in open cutting for sewers and manholes asshown in drawings including shuttering and timbering, dressing tocorrect section and dimensions according to templates and levels,and removing surface water, in all types of soil except shingle,gravel and rock:- i) 0 ft. to 7.0 ft. (0 to 2.10 m) depth 170.56 1000 Cft 6171.20

16 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 16.00 100 Cft 22362.40

17 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 60.76 100 Cft 18426.55

18 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 54.00 100 Sft 2172.45 19 6 6 a ii Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened graded andwashed aggregate, in required shape and design, including forms,moulds, shuttering, lifting, compacting, curing, rendering andfinishing exposed surface, complete (but excluding the cost of steelreinforcement, its fabrication and placing in position, etc.):- (a)(ii)Reinforced cement concrete in slab of rafts / strip foundation, baseslab of column and retaining walls; etc and other structural membersother than those mentioned in 5(a) (i) above not requiring form work(i.e. horizental shuttering) complete in all respects:- (3) Type C(nominal mix 1: 2: 4) 5.94 1 Cft 271.55

20 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 18.20 100 Kg 14631.40

21 19 39 Supply and fitting of cast iron manhole cover with frame, etc.complete. i) 30 cm (12") dia 2.00 1 No. 205.95

MISCELLANEOUS ITEMS (2 No.) 2 22 10 43 Providing and laying Tuff pavers, having 7000PSI, crushing strength

of approved manufacturer, over 2"to3" sand cushion i/c groutingwith sand in joints i/c finishing to require slope . complete in allrespect. (50% Grey / 50% Colored) ii) 60 mm thick 325.00 1 Sft 110.25

DRAIN PIPE UP TO INJECTION WELL OR EXISTING DRAINAGE SYSTEM (2 No.)

6

23 3 44 Excavation of trenches in all kinds of soil, except cutting rock, forwater supply pipelines up to 5 ft. (1.5 m) depth from ground level,including trimming, dressing sides, leveling the beds of trenches tocorrect grade and cutting pits for joints, etc. complete in all respects. 2520.00 1000 Cft 5340.20

24 3 13 Rehandling of earthwork up to a lead 50 Ft (15m) 2016.00 1000 Cft 2487.40 25 3 24 Compaction of Earthwork (soft, ordinary or hard soil): a) Mixing,

moisturizing up to optimum moisture content in layers forcompaction etc. complete 1008.00 1000 Cft 852.55

26 3 24 b) Compaction by rolling by animal driven roller, hand rammed ii) Ordinary soil 1008.00 1000 Cft 1243.70

22 23 15 Providing and installing P.V.C. blind pipe, B.S.S. Class `B', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. D) 6" i/d dia pipe 420.00 27 Rft 421.15

INJECTION WELL (2 No.) 2 23 23 5 Direct Rotary/Reverse Rotary drilling of bore for tubewells in all

types of soil except shingle, gravel and rock a) From ground level to250 ft. (75m) below ground level:- i) 12" to 15" (300 to 375 mm) i/d 500.00 1 Rft 570.05

24 23 5 Direct Rotary/Reverse Rotary drilling of bore for tube wells in alltypes of soil except shingle, gravel and rock:-:- b) exceeding 250 ft.('75 m) depth below ground level:-i) 12" to 15" (300 to 375 mm) i/d 280.00 1 Rft 570.05

25 23 7 Providing strong substantially built box of deodar wood 4' x 2.5' x9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpur forfuture reference due to space constraint in pre- fabricated plantroom. 2.00 1 No. 11100.40

26 23 11 Providing and installing, P.V.C. strainer B.S.S. Class 'B', in tubewell bore hole, including sockets and solvents, etc. complete:-d) 6" i/d (150 mm) 130.00 1 Rft 324.95

27 23 15 Providing and installing P.V.C. blind pipe, B.S.S. Class `B', in tubewell bore hole, including sockets and solvents and jointing with

650.00 1 Rft 421.15

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strainer, etc. complete. D) 6" i/d dia pipe28 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:-

i) B.S.S. Class 'B' d) 6" i/d (150 mm) 2.00 1 No. 184.25 29 23 18 Shrouding with graded pea gravel 3/8" to 1/8"(10 to 3mm) around

tube well in borehole. 900.00 1 Cft 93.55 30 6 5 Cement concrete plain i/c placing compacting finishing & curing

complete i/c screening & washing of stone aggregate ratio 1:2:4 24.74 100 Cft 22362.40 1000 LITRE CAPACITY TUBEWELL (2 No.) 2

31 23 1d Boring for tube well in all types of soil except shingle and rock, fromground level to 100 ft. (30 m) depth, including sinking andwithdrawing of casing pipe, complete 6" (150 mm) i/d 200.00 1 Rft 283.20

32 23 2a Boring for tube well in all types of soil except shingle, gravel & rock,from a depth of 100.1 ft. to 200 ft. (30 to 60 m) below ground level,including sinking and withdrawing of casing pipe, complete:-a)5"(125 mm) i/d 40.00 1 Rft 313.75

33 23 7 Providing strong substantially built box of deodar wood 4' x 2.5' x9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpur forfuture reference due to space constraint in pre- fabricated plantroom. 2.00 1 No. 11100.40

34 23 12 Providing and installing, P.V.C. strainer B.S.S. Class 'D', in tubewell bore hole, including sockets and solvents, etc. complete:-b) 4" i/d (100 mm) 20.00 1 Rft 298.50

35 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. b) 4" i/d dia pipe 16.00 1 Rft 364.50

36 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. d) 6" i/d dia pipe 208.00 1 Rft 756.75

37 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:- i) B.S.S. Class 'D' b) 4" i/d (100 mm) 2.00 1 No. 120.85

38 23 17i Testing and developing of tube well of size 6" (150 mm) i/d andabove continuously. i) up to 1.5 cs. Discharge 144.00 1 Hour 1324.55

39 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 24.74 100 Cft 22362.40

NON-STANDERDIZED ITEMS PLANT ROOM & DISPENSER AREA (District Layyah) (2 No.) 2 1 Providing & Installation MS Grill as per drawing 116 1 Sft 320.00 2 Supply and Fixing of Fiber Glass shed/shelter for Plant room as per

drawing and direction of Engineer In charge. 428 1 Sft 467.00 PLUMBING WORKS (2 No.) 2.00 3

Supply , Install, test and maintain domestic cold/Hot waterpolypropylene (PPRC) with minimum working pressure 15 bars at20⁰C Tigris, Green or approved equal pressure pipe for cold watersupply as per DIN 8077-8088 for pipes and DIN 16962 for fittingpolyfusion welded joints) inside building including specials (sockets,tees, elbow, bends, crosses, reducers, plug and union etc.)supported on walls including pipe hangers, supports, cutting andmaking good the holes, complete in all respects as shown ondrawings and in accordance with the specifications. Ø 63 mm 20 1 Rft 500.00

ELECTRIFICATION (2 No.) 2.00 4 Electrical Works for Plant Wiring and Internal Lights. 2 1 Job 5000.00 5 Bore type, earthing up to permanent water level/moist soil by

arrangement of earth pit/point comprising of concrete/brickworkhousing with lifting cover 50mm perforated GI pipe, appropriate barecopper stranded conductor as per details in drawing. The earthingand bonding shall be complete with fixing clamps etc. & all metalworks shall be bonded to the proposed earthing network (assumedwater level @30 meter depth) Drilling of earth bore 3" dia 30 ft. deepbut up to permanent water table. Supply and installation of G.I pipe2" dia 14 SWG to be installed in pre-made bore including allaccessories like tees, bends, sockets etc. Pipe shall be connectedto tinned copper spike as per detail shown on drawing, complete inall respects.Supply and installation of tinned copper spike to be manufactured

2 1 Job 125000.00

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as per detail shown on drawing. Spike shall be connected/screwedat bottom of G.I pipe including all accessories like nuts and boltscomplete in all respect.Supply and installation of 70 mm2 bare stranded electrolytic copperconductor lead in prelaid G.I pipe and connected to tinned copperspike as shown on drawing. 2 Nos. of leads to be installed includingall accessories like brass nuts, bolts, washers etc. complete in allrespect.Supply and installation of tinned earth test link in earthing pitconsisting of copper plate (12"x2'°x1/2") with fixing arrangement onthe wall of man holeincluding brass nuts, bolts washers lugs etc. complete in all respect.

6

Construction of earthing pit (manhole) of internal size 18"x18"x24"deep with 9" thick brick wall with cement mortar, internal plaster 1:4,RCC 4" thick cover with lifting hooks including all accessoriescomplete in all respect.Design, supply, construction, testing and commissioning ofcompletion of the lightning protection system as per specificationclause 4.7.3.5 2 1 Job 19650.00

INJECTION WELL (2 No.) 2 7

Taking soil samples after every 10 feet depth or from each strata

change, testing submission of complete results of strataanalysis. 2 1 Job 22320.00

8 Providing and fixing of PVC cap to cover the pump housing. 2 1 Job 375.00 1000 LITRE CAPACITY TUBEWELL (2 No.) 2 9 Taking soil samples after every 10 feet depth or from each strata

change, testing submission of complete results of strataanalysis. 2.00 1 Job 20360.00

10 Providing and installation of PVC 6" * 4" size reducer complete i/c itsjointing with housing and blind pipe. 2.00 1 Job 682.00

11 Providing and fixing of PVC cap to cover the pump housing. 2.00 1 Job 341.00 12 Providing and fixing on the pump housing pipe 6" dia at the location

in pump foundation, as shown in the drawing MS Suspension Clampof 5th length made of 8" wide and 1/2" thick MS flat complete with 4no. 5/8" dia nuts and bolts complete in all respects. 2.00 1 Job 10912.00

13 Chemical and bacteriological testing of water samples 3 No. 6.00 1 Job 6820.00 Reverse Osmosis (RO) Plant Capacity 250 liter/ hour

14 Design, supply, install, testing and commissioning ReverseOsmosis (RO) Plants to deliver water that meets theNEQS/WHO water quality standards including the following: 2.00 1 Set 1456650.00

a RO Controller b Automatic PLC System. c Feed pump, coupled with motor of requisite rating. d Pre Filtration e Activated Carbon Filter f Pre treatment chemical injection arrangement g Pressure pumps, coupled with motor of requisite rating. h Control panel, for complete system including connections i All Pipe work, including feed water pipe line, valves etc. j Pressure gauges and flow meters. k Feed water storage tank of 500 liter capacity l Product water storage tank of 1000 liter capacity

15 Installation 1000 LPH Submersible Pump Supplying & Installing Submersible pump having 1000 LPH with

suitable submersible motor i/c suitable dia raiser pipe etc. as persite requirement complete in all respect. The rate also includessubmersible electric cable, clamps, bends, foundation nuts andbolts, MCU,indicating light etc. 2.0 1 Set 109000.00

16 Operation & Maintenance 1st Year 1.0 1 Year 902210.00 2nd Year 1.0 1 Year 992431.00 3rd Year 1.0 1 Year 1091675.00

PLANT ROOM & DISPENSER AREA (District Muzzafar Garh) (4

No.)4

1 3 21b Excavation in foundation of buildings, bridges and other structures 682.40 1000 Cft 7492.30

44

Page 117: TENDER AND CONTRACT DOCUMENTS - Punjab, Pakistan · firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Class contractor C-4 (Rs.200.000 millions) or above

including dabbling, dressing, refilling around structure withexcavated earth, watering and ramming lead up to one chain(30 m) and li ft. up to 5 ft. b) in ordinary soil

2 10 3 Providing, laying, watering and ramming brick ballast 1-1/2 to 2"(40 mm to 50 mm) gauge mixed with 25 % sand, for floorfoundation, complete in all respects 175.92 100 Cft 4495.25

3 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:4:8 79.28 100 Cft 17711.20

4 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 532.52 100 Cft 18426.55

5 6 6 a ii Providing and laying reinforced cement concrete (includingprestressed concrete), using coarse sand and screened graded andwashed aggregate, in required shape and design, including forms,moulds, shuttering, lifting, compacting, curing, rendering andfinishing exposed surface, complete (but excluding the cost of steelreinforcement, its fabrication and placing in position, etc.):- (a)(ii)Reinforced cement concrete in slab of rafts / strip foundation, baseslab of column and retaining walls; etc and other structural membersother than those mentioned in 5(a) (i) above not requiring form work(i.e. horizental shuttering) complete in all respects:- (3) Type C(nominal mix 1: 2: 4) 200.00 1 Cft 271.55

6 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 612.00 100 Kg 14642.30

7 3 15 Filling, watering and ramming earth under floors: i) with surplusearth from foundation etc. 200.00 1000 Cft 3583.55

8 3 15 Filling, watering and ramming earth under floors:-ii)with new earthexcavated from outside, lead up to one chain (30 m). 200.00 1000 Cft 7193.30

9 3 24 Compaction of earthwork (soft, ordinary or hard soil) :-b)Compaction by rolling with animal driven roller/hand rammed: ii)ordinary soil 200.00 1000 Cft 1243.70

10 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 210.00 100 Sft 2172.45 11 10 25 Laying floor of approved colored glazed tiles X "(6 mm) thick, laid in

white cement and pigment on a bed of W (20 mm) thick cementmortar 1:2. 610.00 100 Sft 16939.10

12 25 30 Making and fixing steel grated doors, complete with lockingarrangement, angle iron frame 2"x2"x3/8" (50x50x10 mm) and ¾"(20 mm) square bars 4" (100 mm) centre to centre. 88.00 1 Sft 1002.45

PLUMBING WORKS (4 No.) 13 19 26 Providing and fixing chromium plated bib cock. ii) 1.5 cm (1/2") 12.00 1 No. 339.30 14 19 27 Providing and fixing chromium plated tee stop cock 1.5 cm (1/2") 12.00 1 No. 459.30 COLLECTION CHAMBER (4 No.) 4

15 3 42 Earthwork excavation in open cutting for sewers and manholes asshown in drawings including shuttering and timbering, dressing tocorrect section and dimensions according to templates and levels,and removing surface water, in all types of soil except shingle,gravel and rock:- i) 0 ft. to 7.0 ft. (0 to 2.10 m) depth 341.12 1000 Cft 6171.20

16 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 32.00 100 Cft 22362.40

17 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 121.52 100 Cft 18426.55

18 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 108.00 100 Sft 2172.45 19 6 6 a ii Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened graded andwashed aggregate, in required shape and design, including forms,moulds, shuttering, lifting, compacting, curing, rendering andfinishing exposed surface, complete (but excluding the cost of steelreinforcement, its fabrication and placing in position, etc.):- (a)(ii)Reinforced cement concrete in slab of rafts / strip foundation, baseslab of column and retaining walls; etc and other structural membersother than those mentioned in 5(a) (i) above not requiring form work(i.e. horizental shuttering) complete in all respects:- (3) Type C(nominal mix 1: 2: 4) 11.88 1 Cft 271.55

20 6 9(b) Fabrication of mild steel reinforcement for cement concrete, 36.40 100 Kg 14642.30

45

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including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars.

21 19 39 Supply and fitting of cast iron manhole cover with frame, etc.complete. i) 30 cm (12") dia 4.00 1 No. 205.95

MISCELLANEOUS ITEMS (4 No.) 4 22 10 43 Providing and laying Tuff pavers, having 7000PSI, crushing strength

of approved manufacturer, over 2"to3" sand cushion i/c groutingwith sand in joints i/c finishing to require slope . complete in allrespect. (50% Grey / 50% Colored) ii) 60 mm thick 650.00 1 Sft 109.00

DRAIN PIPE UP TO INJECTION WELL OR EXISTING DRAINAGE SYSTEM (3 No.)

3

23 3 44 Excavation of trenches in all kinds of soil, except cutting rock, forwater supply pipelines up to 5 ft. (1.5 m) depth from ground level,including trimming, dressing sides, leveling the beds of trenches tocorrect grade and cutting pits for joints, etc. complete in all respects. 1260.00 1000 Cft 5340.20

24 3 13 Rehandling of earthwork up to a lead 50 Ft (15m) 1008.00 1000 Cft 2487.40 25 3 24 Compaction of Earthwork (soft, ordinary or hard soil): a) Mixing,

moisturizing up to optimum moisture content in layers forcompaction etc. complete 504.00 1000 Cft 852.55

26 3 24 b) Compaction by rolling by animal driven roller, hand rammed ii) Ordinary soil 504.00 1000 Cft 1243.70

27 23 15 Providing and installing P.V.C. blind pipe, B.S.S. Class `B', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. D) 6" i/d dia pipe 210.00 27 Rft 421.15

INJECTION WELL (3 No.) 3 28 23 5 Direct Rotary/Reverse Rotary drilling of bore for tubewells in all

types of soil except shingle, gravel and rock a) From ground level to250 ft. (75m) below ground level:- i) 12" to 15" (300 to 375 mm) i/d 750.00 1 Rft 570.05

29 23 5 Direct Rotary/Reverse Rotary drilling of bore for tube wells in alltypes of soil except shingle, gravel and rock:-:- b) exceeding 250 ft.('75 m) depth below ground level:-i) 12" to 15" (300 to 375 mm) i/d 420.00 1 Rft 570.05

30 23 7 Providing strong substantially built box of deodar wood 4' x 2.5' x9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpur forfuture reference due to space constraint in pre- fabricated plantroom. 3.00 1 No. 11100.40

31 23 11 Providing and installing, P.V.C. strainer B.S.S. Class '8', in tubewell bore hole, including sockets and solvents, etc. complete:-d) 6" i/d (150 mm) 195.00 1 Rft 324.95

32 23 15 Providing and installing P.V.C. blind pipe, B.S.S. Class `B', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. D) 6" i/d dia pipe 975.00 1 Rft 421.15

33 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:- i) B.S.S. Class 'B' d) 6" i/d (150 mm) 3.00 1 No. 184.25

34 23 18 Shrouding with graded pea gravel 3/8" to 1/8"(10 to 3mm) aroundtube well in borehole. 1350.00 1 Cft 93.55

35 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 37.11 100 Cft 22362.40

1000 LITRE CAPACITY TUBEWELL (4 No.) 4 36 23 1d Boring for tube well in all types of soil except shingle and rock, from

ground level to 100 ft. (30 m) depth, including sinking andwithdrawing of casing pipe, complete 6" (150 mm) i/d 400.00 1 Rft 283.20

37 23 2a Boring for tube well in all types of soil except shingle, gravel & rock,from a depth of 100.1 ft. to 200 ft. (30 to 60 m) below ground level,including sinking and withdrawing of casing pipe, complete:-a)5" (125 mm) i/d 80.00 1 Rft 313.75

38 23 7 Providing strong substantially built box of deodar wood 4' x 2.5' x9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpur forfuture reference due to space constraint in pre- fabricated plantroom. 4.00 1 No. 11100.40

39 23 12 Providing and installing, P.V.C. strainer B.S.S. Class 'D', in tube 40.00 1 Rft 298.50

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well bore hole, including sockets and solvents, etc. complete:-b) 4" i/d (100 mm)

40 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. b) 4" i/d dia pipe 32.00 1 Rft 364.50

41 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. d) 6" i/d dia pipe 416.00 1 Rft 756.75

42 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:- i) B.S.S. Class 'D' b) 4" i/d (100 mm) 4.00 1 No. 120.85

43 23 17i Testing and developing of tube well of size 6" (150 mm) i/d andabove continuously. i) up to 1.5 cs. Discharge 288.00 1 Hour 1324.55

44 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 49.48 100 Cft 22362.40

NON-STANDERDIZED ITEMS

PLANT ROOM & DISPENSER AREA (District Muzzafar Garh) (4No.)

4

1 Providing & Installation MS Grill as per drawing 232 1 Sft 320.00 2

Supply and Fixing of Fiber Glass shed/shelter for Plant room as per

drawing and direction of Engineer In charge. 856 1 Sft 467.00 PLUMBING WORKS (4 No.) 3

Supply , Install, test and maintain domestic cold/Hot waterpolypropylene (PPRC) with minimum working pressure 15 bars at20⁰C Tigris, Green or approved equal pressure pipe for cold watersupply as per DIN 8077-8088 for pipes and DIN 16962 for fittingpolyfusion welded joints) inside building including specials (sockets,tees, elbow, bends, crosses, reducers, plug and union etc.)supported on walls including pipe hangers, supports, cutting andmaking good the holes, complete in all respects as shown ondrawings and in accordance with the specifications. Ø 63 mm 40 1 Rft 500.00

ELECTRIFICATION (4 No.) 4.00 4 Electrical Works for Plant Wiring and Internal Lights. 4 1 Job 5000.00 5

Bore type, earthing up to permanent water level/moist soil byarrangement of earth pit/point comprising of concrete/brickworkhousing with lifting cover 50mm perforated GI pipe, appropriate barecopper stranded conductor as per details in drawing. The earthingand bonding shall be complete with fixing clamps etc. & all metalworks shall be bonded to the proposed earthing network (assumedwater level @30 meter depth) Drilling of earth bore 3" dia 30 ft. deepbut up to permanent water table. Supply and installation of G.I pipe2" dia 14 SWG to be installed in pre-made bore including allaccessories like tees, bends, sockets etc. Pipe shall be connectedto tinned copper spike as per detail shown on drawing, complete inall respects.Supply and installation of tinned copper spike to be manufacturedas per detail shown on drawing. Spike shall be connected/screwedat bottom of G.I pipe including all accessories like nuts and boltscomplete in all respect.Supply and installation of 70 mm2 bare stranded electrolytic copperconductor lead in prelaid G.I pipe and connected to tinned copperspike as shown on drawing. 2 Nos. of leads to be installed includingall accessories like brass nuts, bolts, washers etc. complete in allrespect.Supply and installation of tinned earth test link in earthing pitconsisting of copper plate (12"x2'°x1/2") with fixing arrangement onthe wall of man holeincluding brass nuts, bolts washers lugs etc. complete in all respect. 4 1 Job 125000.00

6

Construction of earthing pit (manhole) of internal size 18"x18"x24"deep with 9" thick brick wall with cement mortar, internal plaster 1:4,RCC 4" thick cover with lifting hooks including all accessoriescomplete in all respect.Design, supply, construction, testing and commissioning ofcompletion of the lightning protection system as per specificationclause 4.7.3.5 4 1 Job 19650.00

INJECTION WELL (3 No.) 3 7 Taking soil samples after every 10 feet depth or from each strata 3 1 Job 22320.00

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change, testing submission of complete results of strataanalysis.

8 Providing and fixing of PVC cap to cover the pump housing. 3 1 Job 375.00 1000 LITRE CAPACITY TUBEWELL (4 No.) 4 9 Taking soil samples after every 10 feet depth or from each strata

change, testing submission of complete results of strataanalysis. 4.00 1 Job 20360.00

10 Providing and installation of PVC 6" * 4" size reducer complete i/c itsjointing with housing and blind pipe. 4.00 1 Job 682.00

11 Providing and fixing of PVC cap to cover the pump housing. 4.00 1 Job 341.00 12 Providing and fixing on the pump housing pipe 6" dia at the location

in pump foundation, as shown in the drawing MS Suspension Clampof 5th length made of 8" wide and 1/2" thick MS flat complete with 4no. 5/8" dia nuts and bolts complete in all respects. 4.00 1 Job 10912.00

13 Chemical and bacteriological testing of water samples 3 No. 12.00 1 Job 6820.00 Reverse Osmosis (RO) Plant Capacity 250 liter/ hour

14 Design, supply, install, testing and commissioning ReverseOsmosis (RO) Plants to deliver water that meets theNEQS/WHO water quality standards including the following: 3.00 1 Set 1456650.00

a RO Controller b Automatic PLC System. c Feed pump, coupled with motor of requisite rating. d Pre Filtration e Activated Carbon Filter f Pre treatment chemical injection arrangement g Pressure pumps, coupled with motor of requisite rating. h Control panel, for complete system including connections i All Pipe work, including feed water pipe line, valves etc. j Pressure gauges and flow meters. k Feed water storage tank of 500 liter capacity l Product water storage tank of 1000 liter capacity

15 Provide additional filter (Arsenic, Nitrate & Fluoride) for thecontaminants encountered as need basis to meet theNEQS/WHO Water Quality Standards 3.00 1 No. 145000.00

16 Supply, Installation, Testing and commissioning of Electric WaterCooler - Atleast 225 Liter 3.00 1 No. 37500.00

Ultra Filtration (UF) Plants Capacity 250 liter/ hour 17 Design, supply, install, testing and commissioning Ultra Filtration

(UF) Plants using ultrafiltration membrane for turbidity and biologicalremoval to deliver water that meets the NEQS/WHO water qualitystandards including following equipment and accessories completein all respect. : 1.00 1 Set 1099800.00

a Automatic PLC System. b Pre Filtration (Sand Filtration) c Chemical Removal Filter as per site requirement d Activated carbon filter e Feed pump, coupled with motor of requisite rating. f Pressure pumps, coupled with motor of requisite rating (if

required). g Control panel, for complete system including connections. h All Pipe work, including feed water pipe line, valves etc. i Pressure gauges and flow meters. j Feed water storage tank of 500 liter capacity. k Product water storage tank of 1000 litre capacity

18 Provide additional filter (Arsenic, Nitrate & Fluoride) for thecontaminants encountered as need basis to meet theNEQS/WHO Water Quality Standards 1.00 1 No. 145000.00

19 Supply, Installation, Testing and commissioning of Electric WaterCooler - Atleast 225 Liter 1.00 1 No. 37500.00

20 Installation 1000 LPH Submersible Pump Supplying & Installing Submersible pump having 1000 LPH with

suitable submersible motor i/c suitable dia raiser pipe etc. as persite requirement complete in all respect. The rate also includessubmersible electric cable, clamps, bends, foundation nuts andbolts, MCU,indicating light etc. 4.0 1 Set 109000.00

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21 Operation & Maintenance 1st Year 1.0 1 Year 1799998.00 2nd Year 1.0 1 Year 1979998.00 3rd Year 1.0 1 Year 2177998.00 PLANT ROOM & DISPENSER AREA (District Multan) (3 No.) 3 1 3 21b Excavation in foundation of buildings, bridges and other structures

including dabbling, dressing, refilling around structure withexcavated earth, watering and ramming lead up to one chain(30 m) and li ft. up to 5 ft. b) in ordinary soil 511.80 1000 Cft 7687.15

2 10 3 Providing, laying, watering and ramming brick ballast 1-1/2 to 2"(40 mm to 50 mm) gauge mixed with 25 % sand, for floorfoundation, complete in all respects 131.94 100 Cft 4714.30

3 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:4:8 59.46 100 Cft 17961.75

4 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 399.39 100 Cft 18768.85

5 6 6 a ii Providing and laying reinforced cement concrete (includingprestressed concrete), using coarse sand and screened graded andwashed aggregate, in required shape and design, including forms,moulds, shuttering, lifting, compacting, curing, rendering andfinishing exposed surface, complete (but excluding the cost of steelreinforcement, its fabrication and placing in position, etc.):- (a)(ii)Reinforced cement concrete in slab of rafts / strip foundation, baseslab of column and retaining walls; etc and other structural membersother than those mentioned in 5(a) (i) above not requiring form work(i.e. horizental shuttering) complete in all respects:- (3) Type C(nominal mix 1: 2: 4) 150.00 1 Cft 274.35

6 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 459.00 100 Kg 14668.40

7 3 15 Filling, watering and ramming earth under floors: i) with surplusearth from foundation etc. 150.00 1000 Cft 3685.45

8 3 15 Filling, watering and ramming earth under floors:-ii)with new earthexcavated from outside, lead up to one chain (30 m). 150.00 1000 Cft 7427.50

9 3 24 Compaction of earthwork (soft, ordinary or hard soil) :-b)Compaction by rolling with animal driven roller/hand rammed: ii)ordinary soil 150.00 1000 Cft 1273.25

10 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 157.50 100 Sft 2227.45 11 10 25 Laying floor of approved colored glazed tiles X "(6 mm) thick, laid in

white cement and pigment on a bed of W (20 mm) thick cementmortar 1:2. 457.50 100 Sft 17137.40

12 25 30 Making and fixing steel grated doors, complete with lockingarrangement, angle iron frame 2"x2"x3/8" (50x50x10 mm) and ¾"(20 mm) square bars 4" (100 mm) centre to centre. 66.00 1 Sft 1010.35

PLUMBING WORKS (3 No.) 13 19 26 Providing and fixing chromium plated bib cock. ii) 1.5 cm (1/2") 9.00 1 No. 340.60 14 19 27 Providing and fixing chromium plated tee stop cock 1.5 cm (1/2") 9.00 1 No. 460.60 COLLECTION CHAMBER (3 No.) 3

15 3 42 Earthwork excavation in open cutting for sewers and manholes asshown in drawings including shuttering and timbering, dressing tocorrect section and dimensions according to templates and levels,and removing surface water, in all types of soil except shingle,gravel and rock:- i) 0 ft. to 7.0 ft. (0 to 2.10 m) depth 255.84 1000 Cft 6320.80

16 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 24.00 100 Cft 22608.15

17 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 91.14 100 Cft 18768.85

18 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 81.00 100 Sft 2227.45 19 6 6 a ii Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened graded andwashed aggregate, in required shape and design, including forms,moulds, shuttering, lifting, compacting, curing, rendering andfinishing exposed surface, complete (but excluding the cost of steelreinforcement, its fabrication and placing in position, etc.):- (a)(ii)

8.91 1 Cft 274.35

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Reinforced cement concrete in slab of rafts / strip foundation, baseslab of column and retaining walls; etc and other structural membersother than those mentioned in 5(a) (i) above not requiring form work(i.e. horizental shuttering) complete in all respects:- (3) Type C(nominal mix 1: 2: 4)

20 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 27.30 100 Kg 14668.40

21 19 39 Supply and fitting of cast iron manhole cover with frame, etc.complete. i) 30 cm (12") dia 3.00 1 No. 207.90

MISCELLANEOUS ITEMS (3 No.) 3 22 10 43 Providing and laying Tuff pavers, having 7000PSI, crushing strength

of approved manufacturer, over 2"to3" sand cushion i/c groutingwith sand in joints i/c finishing to require slope . complete in allrespect. (50% Grey / 50% Colored) ii) 60 mm thick 487.50 1 Sft 109.75

DRAIN PIPE UP TO INJECTION WELL OR EXISTING DRAINAGE SYSTEM (3 No.)

3

23 3 44 Excavation of trenches in all kinds of soil, except cutting rock, forwater supply pipelines up to 5 ft. (1.5 m) depth from ground level,including trimming, dressing sides, leveling the beds of trenches tocorrect grade and cutting pits for joints, etc. complete in all respects. 1260.00 1000 Cft 5472.70

24 3 13 Rehandling of earthwork up to a lead 50 Ft (15m) 1008.00 1000 Cft 2546.55 25 3 24 Compaction of Earthwork (soft, ordinary or hard soil): a) Mixing,

moisturizing up to optimum moisture content in layers forcompaction etc. complete 504.00 1000 Cft 884.55

26 3 24 b) Compaction by rolling by animal driven roller, hand rammed ii) Ordinary soil 504.00 1000 Cft 1273.25

27 23 15 Providing and installing P.V.C. blind pipe, B.S.S. Class `B', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. D) 6" i/d dia pipe 210.00 27 Rft 422.80

INJECTION WELL (3 No.) 3 28 23 5 Direct Rotary/Reverse Rotary drilling of bore for tubewells in all

types of soil except shingle, gravel and rock a) From ground level to250 ft. (75m) below ground level:- i) 12" to 15" (300 to 375 mm) i/d 750.00 1 Rft 575.50

29 23 5 Direct Rotary/Reverse Rotary drilling of bore for tube wells in alltypes of soil except shingle, gravel and rock:-:- b) exceeding 250 ft.('75 m) depth below ground level:-i) 12" to 15" (300 to 375 mm) i/d 420.00 1 Rft 575.50

30 23 7 Providing strong substantially built box of deodar wood 4' x 2.5' x9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpur forfuture reference due to space constraint in pre- fabricated plantroom. 3.00 1 No. 11126.50

31 23 11 Providing and installing, P.V.C. strainer B.S.S. Class '8', in tubewell bore hole, including sockets and solvents, etc. complete:-d) 6" i/d (150 mm) 195.00 1 Rft 326.20

32 23 15 Providing and installing P.V.C. blind pipe, B.S.S. Class `B', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. D) 6" i/d dia pipe 975.00 1 Rft 422.80

33 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:- i) B.S.S. Class 'B' d) 6" i/d (150 mm) 3.00 1 No. 184.90

34 23 18 Shrouding with graded pea gravel 3/8" to 1/8"(10 to 3mm) aroundtube well in borehole. 1350.00 1 Cft 95.05

35 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 37.11 100 Cft 22608.15

1000 LITRE CAPACITY TUBEWELL (3 No.) 3 36 23 1d Boring for tube well in all types of soil except shingle and rock, from

ground level to 100 ft. (30 m) depth, including sinking andwithdrawing of casing pipe, complete 6" (150 mm) i/d 300.00 1 Rft 292.10

37 23 2a Boring for tube well in all types of soil except shingle, gravel & rock,from a depth of 100.1 ft. to 200 ft. (30 to 60 m) below ground level,including sinking and withdrawing of casing pipe, complete:-a)5" (125 mm) i/d 60.00 1 Rft 323.65

38 23 7 Providing strong substantially built box of deodar wood 4' x 2.5' x 3.00 1 No. 11126.50

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9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpur forfuture reference due to space constraint in pre- fabricated plantroom.

39 23 12 Providing and installing, P.V.C. strainer B.S.S. Class 'D', in tubewell bore hole, including sockets and solvents, etc. complete:-b) 4" i/d (100 mm) 30.00 1 Rft 299.45

40 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. b) 4" i/d dia pipe 24.00 1 Rft 365.80

41 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. d) 6" i/d dia pipe 312.00 1 Rft 758.35

42 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:- i) B.S.S. Class 'D' b) 4" i/d (100 mm) 3.00 1 No. 299.45

43 23 17i Testing and developing of tube well of size 6" (150 mm) i/d andabove continuously. i) up to 1.5 cs. Discharge 216.00 1 Hour 1324.55

44 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 37.11 100 Cft 22608.15

NON-STANDERDIZED ITEMS PLANT ROOM & DISPENSER AREA (District Multan) (3 No.) 3 1 Providing & Installation MS Grill as per drawing 174 1 Sft 320.00 2 Supply and Fixing of Fiber Glass shed/shelter for Plant room as per

drawing and direction of Engineer In charge. 642 1 Sft 467.00 PLUMBING WORKS (3 No.) 3.00 3

Supply , Install, test and maintain domestic cold/Hot waterpolypropylene (PPRC) with minimum working pressure 15 bars at20⁰C Tigris, Green or approved equal pressure pipe for cold watersupply as per DIN 8077-8088 for pipes and DIN 16962 for fittingpolyfusion welded joints) inside building including specials (sockets,tees, elbow, bends, crosses, reducers, plug and union etc.)supported on walls including pipe hangers, supports, cutting andmaking good the holes, complete in all respects as shown ondrawings and in accordance with the specifications. Ø 63 mm 30 1 Rft 500.00

ELECTRIFICATION (3 No.) 3.00 4 Electrical Works for Plant Wiring and Internal Lights. 3 1 Job 5000.00 5

Bore type, earthing up to permanent water level/moist soil byarrangement of earth pit/point comprising of concrete/brickworkhousing with lifting cover 50mm perforated GI pipe, appropriate barecopper stranded conductor as per details in drawing. The earthingand bonding shall be complete with fixing clamps etc. & all metalworks shall be bonded to the proposed earthing network (assumedwater level @30 meter depth) Drilling of earth bore 3" dia 30 ft. deepbut up to permanent water table. Supply and installation of G.I pipe2" dia 14 SWG to be installed in pre-made bore including allaccessories like tees, bends, sockets etc. Pipe shall be connectedto tinned copper spike as per detail shown on drawing, complete inall respects.Supply and installation of tinned copper spike to bemanufactured as per detail shown on drawing. Spike shall beconnected/screwed at bottom of G.I pipe including all accessorieslike nuts and bolts complete in all respect.Supply and installation of70 mm2 bare stranded electrolytic copper conductor lead in prelaidG.I pipe and connected to tinned copper spike as shown ondrawing. 2 Nos. of leads to be installed including all accessories likebrass nuts, bolts, washers etc. complete in all respect.Supply andinstallation of tinned earth test link in earthing pit consisting ofcopper plate (12"x2'°x1/2") with fixing arrangement on the wall ofman holeincluding brass nuts, bolts washers lugs etc. complete inall respect. 3 1 Job 125000.00

6 Construction of earthing pit (manhole) of internal size 18"x18"x24"deep with 9" thick brick wall with cement mortar, internal plaster 1:4,RCC 4" thick cover with lifting hooks including all accessoriescomplete in all respect.Design, supply, construction, testing and commissioning ofcompletion of the lightning protection system as per specification

3 1 Job 19650.00

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clause 4.7.3.5 INJECTION WELL (3 No.) 3 7

Taking soil samples after every 10 feet depth or from each strata

change, testing submission of complete results of strataanalysis. 3 1 Job 22320.00

8 Providing and fixing of PVC cap to cover the pump housing. 3 1 Job 375.00 1000 LITRE CAPACITY TUBEWELL (3 No.) 3 9 Taking soil samples after every 10 feet depth or from each strata

change, testing submission of complete results of strataanalysis. 3.00 1 Job 20360.00

10 Providing and installation of PVC 6" * 4" size reducer complete i/c itsjointing with housing and blind pipe. 3.00 1 Job 682.00

11 Providing and fixing of PVC cap to cover the pump housing. 3.00 1 Job 341.00 12 Providing and fixing on the pump housing pipe 6" dia at the location

in pump foundation, as shown in the drawing MS Suspension Clampof 5th length made of 8" wide and 1/2" thick MS flat complete with 4no. 5/8" dia nuts and bolts complete in all respects. 3.00 1 Job 10912.00

13 Chemical and bacteriological testing of water samples 3 No. 9.00 1 Job 6820.00 Reverse Osmosis (RO) Plant Capacity 250 liter/ hour

14 Design, supply, install, testing and commissioning ReverseOsmosis (RO) Plants to deliver water that meets theNEQS/WHO water quality standards including the following: 3.00 1 Set 1456650.00

a RO Controller b Automatic PLC System. c Feed pump, coupled with motor of requisite rating. d Pre Filtration e Activated Carbon Filter f Pre treatment chemical injection arrangement g Pressure pumps, coupled with motor of requisite rating. h Control panel, for complete system including connections i All Pipe work, including feed water pipe line, valves etc. j Pressure gauges and flow meters. k Feed water storage tank of 500 liter capacity l Product water storage tank of 1000 liter capacity

15 Installation 1000 LPH Submersible Pump Supplying & Installing Submersible pump having 1000 LPH with

suitable submersible motor i/c suitable dia raiser pipe etc. as persite requirement complete in all respect. The rate also includessubmersible electric cable, clamps, bends, foundation nuts andbolts, MCU,indicating light etc. 3.0 1 Set 109000.00

16 Operation & Maintenance 1st Year 1.0 1 Year 1353316.00 2nd Year 1.0 1 Year 1488647.00 3rd Year 1.0 1 Year 1637512.00 PLANT ROOM & DISPENSER AREA (District Lodhran) (2 No.) 2 1 3 21b Excavation in foundation of buildings, bridges and other structures

including dabbling, dressing, refilling around structure withexcavated earth, watering and ramming lead up to one chain(30 m) and li ft. up to 5 ft. b) in ordinary soil 341.20 1000 Cft 7492.30

2 10 3 Providing, laying, watering and ramming brick ballast 1-1/2 to 2"(40 mm to 50 mm) gauge mixed with 25 % sand, for floorfoundation, complete in all respects 87.96 100 Cft 4525.25

3 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:4:8 39.64 100 Cft 17768.80

4 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 266.26 100 Cft 17323.40

5 6 6 a ii Providing and laying reinforced cement concrete (includingprestressed concrete), using coarse sand and screened graded andwashed aggregate, in required shape and design, including forms,moulds, shuttering, lifting, compacting, curing, rendering andfinishing exposed surface, complete (but excluding the cost of steelreinforcement, its fabrication and placing in position, etc.):- (a)(ii)Reinforced cement concrete in slab of rafts / strip foundation, baseslab of column and retaining walls; etc and other structural membersother than those mentioned in 5(a) (i) above not requiring form work

100.00 1 Cft 271.55

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(i.e. horizental shuttering) complete in all respects:- (3) Type C(nominal mix 1: 2: 4)

6 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 306.00 100 Kg 14645.35

7 3 15 Filling, watering and ramming earth under floors: i) with surplusearth from foundation etc. 100.00 1000 Cft 3583.55

8 3 15 Filling, watering and ramming earth under floors:-ii)with new earthexcavated from outside, lead up to one chain (30 m). 100.00 1000 Cft 7193.30

9 3 24 Compaction of earthwork (soft, ordinary or hard soil) :-b)Compaction by rolling with animal driven roller/hand rammed: ii)ordinary soil 100.00 1000 Cft 1243.70

10 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 105.00 100 Sft 2176.50 11 10 25 Laying floor of approved colored glazed tiles X "(6 mm) thick, laid in

white cement and pigment on a bed of W (20 mm) thick cementmortar 1:2. 305.00 100 Sft 16945.30

12 25 30 Making and fixing steel grated doors, complete with lockingarrangement, angle iron frame 2"x2"x3/8" (50x50x10 mm) and ¾"(20 mm) square bars 4" (100 mm) centre to centre. 44.00 1 Sft 1002.65

PLUMBING WORKS (2 No.) 13 19 26 Providing and fixing chromium plated bib cock. ii) 1.5 cm (1/2") 6.00 1 No. 339.30 14 19 27 Providing and fixing chromium plated tee stop cock 1.5 cm (1/2") 6.00 1 No. 459.30 COLLECTION CHAMBER (2 No.) 2

15 3 42 Earthwork excavation in open cutting for sewers and manholes asshown in drawings including shuttering and timbering, dressing tocorrect section and dimensions according to templates and levels,and removing surface water, in all types of soil except shingle,gravel and rock:- i) 0 ft. to 7.0 ft. (0 to 2.10 m) depth 170.56 1000 Cft 6171.20

16 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 16.00 100 Cft 22415.20

17 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 60.76 100 Cft 17323.40

18 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 54.00 100 Sft 2176.50 19 6 6 a ii Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened graded andwashed aggregate, in required shape and design, including forms,moulds, shuttering, lifting, compacting, curing, rendering andfinishing exposed surface, complete (but excluding the cost of steelreinforcement, its fabrication and placing in position, etc.):- (a)(ii)Reinforced cement concrete in slab of rafts / strip foundation, baseslab of column and retaining walls; etc and other structural membersother than those mentioned in 5(a) (i) above not requiring form work(i.e. horizental shuttering) complete in all respects:- (3) Type C(nominal mix 1: 2: 4) 5.94 1 Cft 271.55

20 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 18.20 100 Kg 14645.35

21 19 39 Supply and fitting of cast iron manhole cover with frame, etc.complete. i) 30 cm (12") dia 2.00 1 No. 205.95

MISCELLANEOUS ITEMS (2 No.) 2 22 10 43 Providing and laying Tuff pavers, having 7000PSI, crushing strength

of approved manufacturer, over 2"to3" sand cushion i/c groutingwith sand in joints i/c finishing to require slope . complete in allrespect. (50% Grey / 50% Colored) ii) 60 mm thick 325.00 1 Sft 110.50

DRAIN PIPE UP TO INJECTION WELL OR EXISTING DRAINAGE SYSTEM (2 No.)

2

23 3 44 Excavation of trenches in all kinds of soil, except cutting rock, forwater supply pipelines up to 5 ft. (1.5 m) depth from ground level,including trimming, dressing sides, leveling the beds of trenches tocorrect grade and cutting pits for joints, etc. complete in all respects. 840.00 1000 Cft 5340.20

24 3 13 Rehandling of earthwork up to a lead 50 Ft (15m) 672.00 1000 Cft 2487.40 25 3 24 Compaction of Earthwork (soft, ordinary or hard soil): a) Mixing, 336.00 1000 Cft 852.55

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moisturizing up to optimum moisture content in layers forcompaction etc. complete

26 3 24 b) Compaction by rolling by animal driven roller, hand rammed ii) Ordinary soil 336.00 1000 Cft 1243.70

27 23 15 Providing and installing P.V.C. blind pipe, B.S.S. Class `B', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. D) 6" i/d dia pipe 140.00 27 Rft 421.15

INJECTION WELL (1 No.) 1 28 23 5 Direct Rotary/Reverse Rotary drilling of bore for tubewells in all

types of soil except shingle, gravel and rock a) From ground level to250 ft. (75m) below ground level:- i) 12" to 15" (300 to 375 mm) i/d 250.00 1 Rft 570.05

29 23 5 Direct Rotary/Reverse Rotary drilling of bore for tube wells in alltypes of soil except shingle, gravel and rock:-:- b) exceeding 250 ft.('75 m) depth below ground level:-i) 12" to 15" (300 to 375 mm) i/d 140.00 1 Rft 570.05

30 23 7 Providing strong substantially built box of deodar wood 4' x 2.5' x9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpur forfuture reference due to space constraint in pre- fabricated plantroom. 1.00 1 No. 11100.40

31 23 11 Providing and installing, P.V.C. strainer B.S.S. Class '8', in tubewell bore hole, including sockets and solvents, etc. complete:-d) 6" i/d (150 mm) 65.00 1 Rft 324.95

32 23 15 Providing and installing P.V.C. blind pipe, B.S.S. Class `B', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. D) 6" i/d dia pipe 325.00 1 Rft 421.15

33 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:- i) B.S.S. Class 'B' d) 6" i/d (150 mm) 1.00 1 No. 184.25

34 23 18 Shrouding with graded pea gravel 3/8" to 1/8"(10 to 3mm) aroundtube well in borehole. 450.00 1 Cft 101.10

35 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 12.37 100 Cft 22415.20

1000 LITRE CAPACITY TUBEWELL (2 No.) 2 36 23 1d Boring for tube well in all types of soil except shingle and rock, from

ground level to 100 ft. (30 m) depth, including sinking andwithdrawing of casing pipe, complete 6" (150 mm) i/d 200.00 1 Rft 283.20

37 23 2a Boring for tube well in all types of soil except shingle, gravel & rock,from a depth of 100.1 ft. to 200 ft. (30 to 60 m) below ground level,including sinking and withdrawing of casing pipe, complete:-a)5" (125 mm) i/d 40.00 1 Rft 313.75

38 23 7 Providing strong substantially built box of deodar wood 4' x 2.5' x9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpur forfuture reference due to space constraint in pre- fabricated plantroom. 2.00 1 No. 11100.40

39 23 12 Providing and installing, P.V.C. strainer B.S.S. Class 'D', in tubewell bore hole, including sockets and solvents, etc. complete:-b) 4" i/d (100 mm) 20.00 1 Rft 298.50

40 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. b) 4" i/d dia pipe 16.00 1 Rft 364.50

41 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. d) 6" i/d dia pipe 208.00 1 Rft 756.75

42 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:- i) B.S.S. Class 'D' b) 4" i/d (100 mm) 2.00 1 No. 120.85

43 23 17i Testing and developing of tube well of size 6" (150 mm) i/d andabove continuously. i) up to 1.5 cs. Discharge 144.00 1 Hour 1324.55

44 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 24.74 100 Cft 22415.20

NON-STANDERDIZED ITEMS PLANT ROOM & DISPENSER AREA (District Lodhran) (2 No.) 2 1 Providing & Installation MS Grill as per drawing 116 1 Sft 320.00 2

Supply and Fixing of Fiber Glass shed/shelter for Plant room as per

drawing and direction of Engineer In charge. 428 1 Sft 467.00

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PLUMBING WORKS (2 No.) 3

Supply , Install, test and maintain domestic cold/Hot waterpolypropylene (PPRC) with minimum working pressure 15 bars at20⁰C Tigris, Green or approved equal pressure pipe for cold watersupply as per DIN 8077-8088 for pipes and DIN 16962 for fittingpolyfusion welded joints) inside building including specials (sockets,tees, elbow, bends, crosses, reducers, plug and union etc.)supported on walls including pipe hangers, supports, cutting andmaking good the holes, complete in all respects as shown ondrawings and in accordance with the specifications. Ø 63 mm 20 1 Rft 500.00

ELECTRIFICATION (2 No.) 2.00 4 Electrical Works for Plant Wiring and Internal Lights. 2 1 Job 5000.00 5

Bore type, earthing up to permanent water level/moist soil byarrangement of earth pit/point comprising of concrete/brickworkhousing with lifting cover 50mm perforated GI pipe, appropriate barecopper stranded conductor as per details in drawing. The earthingand bonding shall be complete with fixing clamps etc. & all metalworks shall be bonded to the proposed earthing network (assumedwater level @30 meter depth) Drilling of earth bore 3" dia 30 ft. deepbut up to permanent water table. Supply and installation of G.I pipe2" dia 14 SWG to be installed in pre-made bore including allaccessories like tees, bends, sockets etc. Pipe shall be connectedto tinned copper spike as per detail shown on drawing, complete inall respects.Supply and installation of tinned copper spike to be manufacturedas per detail shown on drawing. Spike shall be connected/screwedat bottom of G.I pipe including all accessories like nuts and boltscomplete in all respect.Supply and installation of 70 mm2 bare stranded electrolytic copperconductor lead in prelaid G.I pipe and connected to tinned copperspike as shown on drawing. 2 Nos. of leads to be installed includingall accessories like brass nuts, bolts, washers etc. complete in allrespect.Supply and installation of tinned earth test link in earthing pitconsisting of copper plate (12"x2'°x1/2") with fixing arrangement onthe wall of man holeincluding brass nuts, bolts washers lugs etc. complete in all respect. 2 1 Job 125000.00

6

Construction of earthing pit (manhole) of internal size 18"x18"x24"deep with 9" thick brick wall with cement mortar, internal plaster 1:4,RCC 4" thick cover with lifting hooks including all accessoriescomplete in all respect.Design, supply, construction, testing and commissioning ofcompletion of the lightning protection system as per specificationclause 4.7.3.5 2 1 Job 19650.00

INJECTION WELL (1 No.) 1 7

Taking soil samples after every 10 feet depth or from each strata

change, testing submission of complete results of strataanalysis. 1 1 Job 22320.00

8 Providing and fixing of PVC cap to cover the pump housing. 1 1 Job 375.00 1000 LITRE CAPACITY TUBEWELL (2 No.) 2 9 Taking soil samples after every 10 feet depth or from each strata

change, testing submission of complete results of strataanalysis. 2.00 1 Job 20360.00

10 Providing and installation of PVC 6" * 4" size reducer complete i/c itsjointing with housing and blind pipe. 2.00 1 Job 682.00

11 Providing and fixing of PVC cap to cover the pump housing. 2.00 1 Job 341.00 12 Providing and fixing on the pump housing pipe 6" dia at the location

in pump foundation, as shown in the drawing MS Suspension Clampof 5th length made of 8" wide and 1/2" thick MS flat complete with 4no. 5/8" dia nuts and bolts complete in all respects. 2.00 1 Job 10912.00

13 Chemical and bacteriological testing of water samples 3 No. 6.00 1 Job 6820.00 Reverse Osmosis (RO) Plant Capacity 250 liter/ hour

14 Design, supply, install, testing and commissioning ReverseOsmosis (RO) Plants to deliver water that meets theNEQS/WHO water quality standards including the following: 1.00 1 Set 1456650.00

a RO Controller

55

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b Automatic PLC System. c Feed pump, coupled with motor of requisite rating. d Pre Filtration e Activated Carbon Filter f Pre treatment chemical injection arrangement g Pressure pumps, coupled with motor of requisite rating. h Control panel, for complete system including connections i All Pipe work, including feed water pipe line, valves etc. j Pressure gauges and flow meters. k Feed water storage tank of 500 liter capacity l Product water storage tank of 1000 liter capacity

15 Provide additional filter (Arsenic, Nitrate & Fluoride) for thecontaminants encountered as need basis to meet theNEQS/WHO Water Quality Standards 1.00 1 No. 145000.00

16 Supply, Installation, Testing and commissioning of Electric WaterCooler - Atleast 225 Liter 1.00 1 No. 37500.00

Ultra Filtration (UF) Plants Capacity 250 liter/ hour 17 Design, supply, install, testing and commissioning Ultra Filtration

(UF) Plants using ultrafiltration membrane for turbidity and biologicalremoval to deliver water that meets the NEQS/WHO water qualitystandards including following equipment and accessories completein all respect. : 1.00 1 Set 1099800.00

a Automatic PLC System. b Pre Filtration (Sand Filtration) c Chemical Removal Filter as per site requirement d Activated carbon filter e Feed pump, coupled with motor of requisite rating. f Pressure pumps, coupled with motor of requisite rating (if

required). g Control panel, for complete system including connections. h All Pipe work, including feed water pipe line, valves etc. i Pressure gauges and flow meters. j Feed water storage tank of 500 liter capacity. k Product water storage tank of 1000 litre capacity

18 Installation 1000 LPH Submersible Pump Supplying & Installing Submersible pump having 1000 LPH with

suitable submersible motor i/c suitable dia raiser pipe etc. as persite requirement complete in all respect. The rate also includessubmersible electric cable, clamps, bends, foundation nuts andbolts, MCU,indicating light etc. 2.0 1 Set 109000.00

19 Operation & Maintenance 1st Year 1.0 1 Year 897788.00 2nd Year 1.0 1 Year 987567.00 3rd Year 1.0 1 Year 1086323.00 PLANT ROOM & DISPENSER AREA (District Vehari) (1 No.) 1 1 3 21b Excavation in foundation of buildings, bridges and other structures

including dabbling, dressing, refilling around structure withexcavated earth, watering and ramming lead up to one chain(30 m) and li ft. up to 5 ft. b) in ordinary soil 170.60 1000 Cft 7492.30

2 10 3 Providing, laying, watering and ramming brick ballast 1-1/2 to 2"(40 mm to 50 mm) gauge mixed with 25 % sand, for floorfoundation, complete in all respects 43.98 100 Cft 4525.25

3 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:4:8 19.82 100 Cft 17768.80

4 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 133.13 100 Cft 17485.40

5 6 6 a ii Providing and laying reinforced cement concrete (includingprestressed concrete), using coarse sand and screened graded andwashed aggregate, in required shape and design, including forms,moulds, shuttering, lifting, compacting, curing, rendering andfinishing exposed surface, complete (but excluding the cost of steelreinforcement, its fabrication and placing in position, etc.):- (a)(ii)Reinforced cement concrete in slab of rafts / strip foundation, baseslab of column and retaining walls; etc and other structural membersother than those mentioned in 5(a) (i) above not requiring form work

50.00 1 Cft 271.55

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(i.e. horizental shuttering) complete in all respects:- (3) Type C(nominal mix 1: 2: 4)

6 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 153.00 100 Kg 14634.45

7 3 15 Filling, watering and ramming earth under floors: i) with surplusearth from foundation etc. 50.00 1000 Cft 3583.55

8 3 15 Filling, watering and ramming earth under floors:-ii)with new earthexcavated from outside, lead up to one chain (30 m). 50.00 1000 Cft 7193.30

9 3 24 Compaction of earthwork (soft, ordinary or hard soil) :-b)Compaction by rolling with animal driven roller/hand rammed: ii)ordinary soil 50.00 1000 Cft 1243.70

10 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 52.50 100 Sft 2176.50 11 10 25 Laying floor of approved colored glazed tiles X "(6 mm) thick, laid in

white cement and pigment on a bed of W (20 mm) thick cementmortar 1:2. 152.50 100 Sft 16945.30

12 25 30 Making and fixing steel grated doors, complete with lockingarrangement, angle iron frame 2"x2"x3/8" (50x50x10 mm) and ¾"(20 mm) square bars 4" (100 mm) centre to centre. 22.00 1 Sft 1002.05

PLUMBING WORKS (1 No.) 13 19 26 Providing and fixing chromium plated bib cock. ii) 1.5 cm (1/2") 3.00 1 No. 339.30 14 19 27 Providing and fixing chromium plated tee stop cock 1.5 cm (1/2") 3.00 1 No. 459.30 COLLECTION CHAMBER (1 No.) 1

15 3 42 Earthwork excavation in open cutting for sewers and manholes asshown in drawings including shuttering and timbering, dressing tocorrect section and dimensions according to templates and levels,and removing surface water, in all types of soil except shingle,gravel and rock:- i) 0 ft. to 7.0 ft. (0 to 2.10 m) depth 85.28 1000 Cft 6171.20

16 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 8.00 100 Cft 22415.20

17 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 30.38 100 Cft 17485.40

18 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 27.00 100 Sft 2176.50 19 6 6 a ii Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened graded andwashed aggregate, in required shape and design, including forms,moulds, shuttering, lifting, compacting, curing, rendering andfinishing exposed surface, complete (but excluding the cost of steelreinforcement, its fabrication and placing in position, etc.):- (a)(ii)Reinforced cement concrete in slab of rafts / strip foundation, baseslab of column and retaining walls; etc and other structural membersother than those mentioned in 5(a) (i) above not requiring form work(i.e. horizental shuttering) complete in all respects:- (3) Type C(nominal mix 1: 2: 4) 2.97 1 Cft 271.55

20 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 9.10 100 Kg 14634.45

21 19 39 Supply and fitting of cast iron manhole cover with frame, etc.complete. i) 30 cm (12") dia 1.00 1 No. 205.95

MISCELLANEOUS ITEMS (1 No.) 1 22 10 43 Providing and laying Tuff pavers, having 7000PSI, crushing strength

of approved manufacturer, over 2"to3" sand cushion i/c groutingwith sand in joints i/c finishing to require slope . complete in allrespect. (50% Grey / 50% Colored) ii) 60 mm thick 162.50 1 Sft 109.25

DRAIN PIPE UP TO INJECTION WELL OR EXISTING DRAINAGE SYSTEM (1 No.)

1

23 3 44 Excavation of trenches in all kinds of soil, except cutting rock, forwater supply pipelines up to 5 ft. (1.5 m) depth from ground level,including trimming, dressing sides, leveling the beds of trenches tocorrect grade and cutting pits for joints, etc. complete in all respects. 420.00 1000 Cft 5340.20

24 3 13 Rehandling of earthwork up to a lead 50 Ft (15m) 336.00 1000 Cft 2487.40 25 3 24 Compaction of Earthwork (soft, ordinary or hard soil): a) Mixing, 168.00 1000 Cft 852.55

57

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moisturizing up to optimum moisture content in layers forcompaction etc. complete

26 3 24 b) Compaction by rolling by animal driven roller, hand rammed ii) Ordinary soil 168.00 1000 Cft 1243.70

27 23 15 Providing and installing P.V.C. blind pipe, B.S.S. Class `B', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. D) 6" i/d dia pipe 70.00 27 Rft 421.15

INJECTION WELL (1 No.) 1 28 23 5 Direct Rotary/Reverse Rotary drilling of bore for tubewells in all

types of soil except shingle, gravel and rock a) From ground level to250 ft. (75m) below ground level:- i) 12" to 15" (300 to 375 mm) i/d 250.00 1 Rft 570.05

29 23 5 Direct Rotary/Reverse Rotary drilling of bore for tube wells in alltypes of soil except shingle, gravel and rock:-:- b) exceeding 250 ft.('75 m) depth below ground level:-i) 12" to 15" (300 to 375 mm) i/d 140.00 1 Rft 570.05

30 23 7 Providing strong substantially built box of deodar wood 4' x 2.5' x9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpur forfuture reference due to space constraint in pre- fabricated plantroom. 1.00 1 No. 10640.80

31 23 11 Providing and installing, P.V.C. strainer B.S.S. Class '8', in tubewell bore hole, including sockets and solvents, etc. complete:-d) 6" i/d (150 mm) 65.00 1 Rft 324.95

32 23 15 Providing and installing P.V.C. blind pipe, B.S.S. Class `B', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. D) 6" i/d dia pipe 325.00 1 Rft 421.15

33 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:- i) B.S.S. Class 'B' d) 6" i/d (150 mm) 1.00 1 No. 184.25

34 23 18 Shrouding with graded pea gravel 3/8" to 1/8"(10 to 3mm) aroundtube well in borehole. 450.00 1 Cft 93.55

35 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 12.37 100 Cft 22415.20

1000 LITRE CAPACITY TUBEWELL (1 No.) 1 36 23 1d Boring for tube well in all types of soil except shingle and rock, from

ground level to 100 ft. (30 m) depth, including sinking andwithdrawing of casing pipe, complete 6" (150 mm) i/d 100.00 1 Rft 283.20

37 23 2a Boring for tube well in all types of soil except shingle, gravel & rock,from a depth of 100.1 ft. to 200 ft. (30 to 60 m) below ground level,including sinking and withdrawing of casing pipe, complete:-a)5" (125 mm) i/d 20.00 1 Rft 313.75

38 23 7 Providing strong substantially built box of deodar wood 4' x 2.5' x9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpur forfuture reference due to space constraint in pre- fabricated plantroom. 1.00 1 No. 10640.80

39 23 12 Providing and installing, P.V.C. strainer B.S.S. Class 'D', in tubewell bore hole, including sockets and solvents, etc. complete:-b) 4" i/d (100 mm) 10.00 1 Rft 298.50

40 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. b) 4" i/d dia pipe 8.00 1 Rft 364.50

41 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. d) 6" i/d dia pipe 104.00 1 Rft 756.75

42 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:- i) B.S.S. Class 'D' b) 4" i/d (100 mm) 1.00 1 No. 120.85

43 23 17i Testing and developing of tube well of size 6" (150 mm) i/d andabove continuously. i) up to 1.5 cs. Discharge 72.00 1 Hour 1324.55

44 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 12.37 100 Cft 22415.20

NON-STANDERDIZED ITEMS PLANT ROOM & DISPENSER AREA (District Vehari) (1 No.) 1 1 Providing & Installation MS Grill as per drawing 58 1 Sft 320.00 2

Supply and Fixing of Fiber Glass shed/shelter for Plant room as per

drawing and direction of Engineer In charge. 214 1 Sft 467.00

58

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PLUMBING WORKS (1 No.) 3

Supply , Install, test and maintain domestic cold/Hot waterpolypropylene (PPRC) with minimum working pressure 15 bars at20⁰C Tigris, Green or approved equal pressure pipe for cold watersupply as per DIN 8077-8088 for pipes and DIN 16962 for fittingpolyfusion welded joints) inside building including specials (sockets,tees, elbow, bends, crosses, reducers, plug and union etc.)supported on walls including pipe hangers, supports, cutting andmaking good the holes, complete in all respects as shown ondrawings and in accordance with the specifications. Ø 63 mm 10 1 Rft 500.00

ELECTRIFICATION (1 No.) 1.00 4 Electrical Works for Plant Wiring and Internal Lights. 1 1 Job 5000.00 5

Bore type, earthing up to permanent water level/moist soil byarrangement of earth pit/point comprising of concrete/brickworkhousing with lifting cover 50mm perforated GI pipe, appropriate barecopper stranded conductor as per details in drawing. The earthingand bonding shall be complete with fixing clamps etc. & all metalworks shall be bonded to the proposed earthing network (assumedwater level @30 meter depth) Drilling of earth bore 3" dia 30 ft. deepbut up to permanent water table. Supply and installation of G.I pipe2" dia 14 SWG to be installed in pre-made bore including allaccessories like tees, bends, sockets etc. Pipe shall be connectedto tinned copper spike as per detail shown on drawing, complete inall respects.Supply and installation of tinned copper spike to be manufacturedas per detail shown on drawing. Spike shall be connected/screwedat bottom of G.I pipe including all accessories like nuts and boltscomplete in all respect.Supply and installation of 70 mm2 bare stranded electrolytic copperconductor lead in prelaid G.I pipe and connected to tinned copperspike as shown on drawing. 2 Nos. of leads to be installed includingall accessories like brass nuts, bolts, washers etc. complete in allrespect.Supply and installation of tinned earth test link in earthing pitconsisting of copper plate (12"x2'°x1/2") with fixing arrangement onthe wall of man holeincluding brass nuts, bolts washers lugs etc. complete in all respect. 1 1 Job 125000.00

6

Construction of earthing pit (manhole) of internal size 18"x18"x24"deep with 9" thick brick wall with cement mortar, internal plaster 1:4,RCC 4" thick cover with lifting hooks including all accessoriescomplete in all respect.Design, supply, construction, testing and commissioning ofcompletion of the lightning protection system as per specificationclause 4.7.3.5 1 1 Job 19650.00

INJECTION WELL (1 No.) 1 7

Taking soil samples after every 10 feet depth or from each strata

change, testing submission of complete results of strataanalysis. 1 1 Job 22320.00

8 Providing and fixing of PVC cap to cover the pump housing. 1 1 Job 375.00 1000 LITRE CAPACITY TUBEWELL (1 No.) 1 9 Taking soil samples after every 10 feet depth or from each strata

change, testing submission of complete results of strataanalysis. 1.00 1 Job 20360.00

10 Providing and installation of PVC 6" * 4" size reducer complete i/c itsjointing with housing and blind pipe. 1.00 1 Job 682.00

11 Providing and fixing of PVC cap to cover the pump housing. 1.00 1 Job 341.00 12 Providing and fixing on the pump housing pipe 6" dia at the location

in pump foundation, as shown in the drawing MS Suspension Clampof 5th length made of 8" wide and 1/2" thick MS flat complete with 4no. 5/8" dia nuts and bolts complete in all respects. 1.00 1 Job 10912.00

13 Chemical and bacteriological testing of water samples 3 No. 3.00 1 Job 6820.00 Reverse Osmosis (RO) Plant Capacity 250 liter/ hour

14 Design, supply, install, testing and commissioning ReverseOsmosis (RO) Plants to deliver water that meets theNEQS/WHO water quality standards including the following: 1.00 1 Set 1456650.00

a RO Controller

59

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b Automatic PLC System. c Feed pump, coupled with motor of requisite rating. d Pre Filtration e Activated Carbon Filter f Pre treatment chemical injection arrangement g Pressure pumps, coupled with motor of requisite rating. h Control panel, for complete system including connections i All Pipe work, including feed water pipe line, valves etc. j Pressure gauges and flow meters. k Feed water storage tank of 500 liter capacity l Product water storage tank of 1000 liter capacity

15 Installation 1000 LPH Submersible Pump Supplying & Installing Submersible pump having 1000 LPH with

suitable submersible motor i/c suitable dia raiser pipe etc. as persite requirement complete in all respect. The rate also includessubmersible electric cable, clamps, bends, foundation nuts andbolts, MCU,indicating light etc. 1.0 1 Set 109000.00

16 Operation & Maintenance 1st Year 1.0 1 Year 415105.00 2nd Year 1.0 1 Year 496216.00 3rd Year 1.0 1 Year 545837.00

CONDITIONS

1 Conditional tenders/rates will not be entertained.2 The officer opening the tender shall reject the tender which does not bear the samp and signature of the issuing official and which is not submitted by the

same contractor to whom the tender form was issued.

3 Construction schedule towards completion of work should be provided by the contractor within one week of the issuance of acceptance letter.

4 Work must be started at site within fortnight from the issueance of acceptance letter,otherwise it will be considered as rescinded automatically5 Any item of woerk not included in this bid but during execution actually required to be executed at site will be paid after approval by the competent

authority.

6 The work should be executed in aaccordance with the availability of funds as required under rule 2.82 of B&R Code, the department will not accept anyother reason what so ever related for completion of work.

7 Any omission of the completion /error there in,for interpretation will be referred to standardized rates posted at website by finance department during BiAnnual (1st January 2020 to 30th June 2020) for Various Districts and decision of the competent authority will be final and binding upon the contractor.

8 The execution/completion of work strictly in accordance with the specification,approved design/drawing and requirements of contract agreement T.SEstimate to the entire satisfaction of the engineer-in-charge will be exclusove responsibility of the contractor.

9 All the conditions of "Revised Contract Agreement"and conditions mentioned in the DNIT will form part of the agreement and binding upon the contractor.

10 In case of rates quoted 5% less than estimated rates, deposit at call for amount equivalent to a difference of cost between the bid amount and theestimate amount from any scheduled Bank shall be provided by the contractor as performance gurantee.

(Each Page Signed)

Executive Engineer

Contractor Public Health Engg: Division

Kasur

60

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SCHEDULE – A TO BID

SCHEDULE OF PRICES

Sr. No.

3. Preamble to Schedule of Prices

4. Schedule of Prices

(a) Summary of Bid Prices

* (b) Detailed Schedule of Prices

* (To be prepared by the Contractor)

(61)

Page 134: TENDER AND CONTRACT DOCUMENTS - Punjab, Pakistan · firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Class contractor C-4 (Rs.200.000 millions) or above

PREAMBLE TO SCHEDULE OF PRICES

1. General

1.1 The Schedule of Prices shall be read in conjunction with theConditions of Contract, Contract Data together with the Specificationsand Drawings, if any.

1.2 The Contract shall be for the whole of the Works as described in theseBidding Documents. Bids must be for the complete scope of works.

2. Description2.1 The general directions and descriptions of works and materials are not

necessarily repeated nor summarized in the Schedule of Prices.References to the relevant sections of the Bidding Documents shall bemade before entering prices against each item in the Schedule ofPrices.

3. Units & Abbreviations3.1 Units of measurement, symbols and abbreviations expressed in the

Bidding Documents shall comply with the SystemInternational d’Unites (SI Units) and Imperial System (if necessary)

4. Rates and Prices4.1 Except as otherwise expressly provided under the Conditions of

Contract, the rates and amounts entered in the Schedule of Prices shallbe the rates at which the Contractor shall be paid and shall be the fullinclusive value of the works set forth or implied in the Contract; exceptfor the amounts reimbursable, if any to the Contractor under theContract.

4.2 Unless otherwise stipulated in the Contract Data, the rates and pricesentered by the bidder shall not be subject to adjustment during theperformance of the Contract.

4.3 All duties, taxes and other levies payable by the Contractor shall be includedin the rates and prices.

4.4 The whole cost of complying with the provisions of the Contract shallbe included in the items provided in the Schedule of Prices, and whereno items are provided, the cost shall be deemed to be distributedamong the rates and prices entered for the related items of the Worksand no separate payment will be made for those items.

The rates, prices and amounts shall be entered against each item in theSchedule of Prices. Any item against which no rate or price is enteredby the bidder will not be paid for by the Employer when executed andshall be deemed covered by the rates and prices for other items in theSchedule of Prices.

4.5 (a) The Contractor shall be deemed to have obtained allinformation as to and all requirements related thereto whichmay affect the bid price.

(b) The Contractor shall be responsible to make completearrangements for the transportation of the Plant to the Site.

(62)

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4.6 The Contractor shall provide for all parts of the Works to be completedin every respect. Notwithstanding that any details, accessories, etc.required for the complete installation and satisfactory operation of theWorks, are not specifically mentioned in the Specifications, suchdetails shall be considered as included in the Contract Price.

5. Bid Prices

5.1 Break-up of Bid Prices

The various elements of Bid Prices shall be quoted and detailed by theContractor in the format of Schedule of Prices.

The bidder shall recognize such elements of the costs which he expectsto incur the performance of the Works and shall include all such costsin the rates and amounts entered in the Schedule of Prices.

5.2 Total Bid Price

The total of bid prices in the Schedule of Pricesshall be entered in theSummary of Bid Prices.

6. Provisional Sums

6.1 Provisional Sums included and so designated in the Schedule of Pricesif any, shall be expended in whole or in part at the direction anddiscretion of the /Employer. The Contractor will only receive paymentin respect of Provisional Sums if he has been instructed by theEmployer to utilize such sums.

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SCHEDULE - A TO BID

SCHEDULE OF PRICES – SUMMARY OF BID PRICES

(Rupees _________________________________________________________________.)(In Words)

SCHEDULE - A TO BID

DETAILED SCHEDULE OF PRICES- (ANNEXURE-D)(To be carried to Summary of Bid Prices)

(The bidders are advised to quote the rates/amount inclusive of all existing GOP and Provincial Taxes or any Local Taxes (if applicable)).

(64)

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SCHEDULE - B TO BID

*SPECIFIC WORKS DATA

Design, Supply, Installation, Testing and Commissioning of a Complete Filtration Plants for

PROVISION OF CLEAN & SAFE WATER FACILITY INEXISTING COLLEGES

Package-II (Bahawalpur, D.G Khan and Multan)

The contractor will provide equipment as a complete Package detailed of which isdescribed in the Specifications.

The detail of Fault rectification plan must be provided along with Management Plan toaddress upcoming issues/complaints during the warranty period.

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SCHEDULE – C TO BID

WORKS TO BE PERFORMED BY SUBCONTRACTORS

The bidder will do the work with his own forces except the work listed below which he intends to sub-contract.

Items of Works Name and address of Statement of similarto be Sub-Contracted Sub-Contractors works previously

N/A N/A Executed (attachEvidence)

Note:

4. No change of Sub-Contractors shall be made by the bidder without prior approval ofthe Employer.

5. The truthfulness and accuracy of the statement as to the experience of Sub-Contractors is guaranteed by the bidder. The Employer’s judgment shall be final as tothe evaluation of the experience of Sub-Contractors submitted by the bidder.

6. Statement of similar works shall include description, location & value of works, yearcompleted and name & address of the clients.

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SCHEDULE – D TO BID

PROPOSED PROGRAMME OF WORKS

Bidder shall provide a program in a bar-chart showing the sequence of work items by which heproposes to complete the Works of the entire Contract. The program should indicate the sequence ofwork items and the period of time during which he proposes to complete the Works including theactivities like designing, schedule of submittal of drawings, ordering and procurement of materials,manufacturing, delivering, construction of civil works, erection, testing and commissioning of Worksto be supplied under the Contract.

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SCHEDULE – E TO BID

METHOD OF PERFORMING WORKS

The bidder is required to submit a narrative outlining the method of performing the Works. Thenarrative should indicate in detail and include but not be limited to:

The sequence and methods in which he proposes to carry out the Works, including thenumber of shifts per day and hours per shift, he expects to work.

A list of all major items of constructional and erectionalplant, tools and vehicles proposed tobe used in delivering/carrying out the Works at Site

The procedure for installation of equipment and transportation of equipment and materials to the site.

Organization chart indicating head office & field office personnel involved in management,supervision and engineering of the Works to be done under the Contract.

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SCHEDULE – F TO BID (INTEGRITY PACT)

DECLARATION OF FEES, COMMISSION AND BROKERAGE ETC.PAYABLE BY THE SUPPLIERS OF GOODS, SERVICES & WORKS IN

CONTRACTS WORTH RS. 10.00 MILLION OR MORE

Contract Value: ________________Contract Title: _________________

………………………………… [name of Supplier] hereby declares that it has not obtained or induced theprocurement of any contract, right, interest, privilege or other obligation or benefit from Government ofPunjab (GoP) or any administrative subdivision or agency thereof or any other entity owned or controlledby GoP through any corrupt business practice.

Without limiting the generality of the foregoing, [name of Supplier] represents and warrants that ithas fully declared the brokerage, commission, fees etc. paid or payable to anyone and not given or agreedto give and shall not give or agree to give to anyone within or outside Pakistan either directly or indirectlythrough any natural or juridical person, including its affiliate, agent, associate, broker, consultant, director,promoter, shareholder, sponsor or subsidiary, any commission, gratification, bribe, finder’s fee orkickback, whether described as consultation fee or otherwise, with the object of obtaining or inducing theprocurement of a contract, right, interest, privilege or other obligation or benefit in whatsoever form fromGoP, except that which has been expressly declared pursuant hereto.

[name of Supplier] certifies that it has made and will make full disclosure of all agreements andarrangements with all persons in respect of or related to the transaction with GoP and has not taken anyaction or will not take any action to circumvent the above declaration, representation or warranty.

[name of Supplier] accepts full responsibility and strict liability for making any false declaration, notmaking full disclosure, misrepresenting facts or taking any action likely to defeat the purpose of thisdeclaration, representation and warranty. It agrees that any contract, right, interest, privilege or otherobligation or benefit obtained or procured as aforesaid shall, without prejudice to any other rights andremedies available to GoP under any law, contract or other instrument, be voidable at the option of GoP.

Notwithstanding any rights and remedies exercised by GoP in this regard, [name of Supplier] agrees toindemnify GoP for any loss or damage incurred by it on account of its corrupt business practices andfurther pay compensation to GoP in an amount equivalent to ten time the sum of any commission,gratification, bribe, finder’s fee or kickback given by [name of Supplier] as aforesaid for the purpose ofobtaining or inducing the procurement of any contract, right, interest, privilege or other obligation orbenefit in whatsoever form from GoP.

Name of Buyer: ……………… Name of Seller/Supplier: …………

Signature: …………………… Signature: …………………………

[Seal] [Seal]

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CONDITIONS OF CONTRACT

TABLE OF CONTENTS

Clause No. Description16. General Provisions17. The Employer18. Employer’s Representatives19. The Contractor20. Design by Contractor21. Employer’s Risks22. Time for Completion23. Taking Over24. Remedying Defects25. Variations And Claims26. Contract Price And Payment27. Default28. Risks And Responsibilities29. Resolution of Disputes30. Integrity Pact

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CONDITIONS OF CONTRACT

1. GENERAL PROVISIONS

1.1 Definitions

In the Contract as defined below, the words and expressions defined shall have thefollowing meanings assigned to them, except where the context requires otherwise:

The Contract

1.1.1 “Contract” means the Contract Agreement and the other documents listed in the ContractData.

1.1.2 “Specifications” means the document as listed in the Contract Data, including Employer’srequirements in respect of design to be carried out by the Contractor (if any), and anyVariation to such document.

1.1.3 “Conceptual Drawings” means the Contractor’s drawings of the Works as listed in theContract Data, and any Variation to such drawings.

Persons

1.1.4 “Employer” means the person named in the Contract Data and the legal successors in titleto this person, but not (except with the consent of the Contractor) any assignee.

1.1.5 “Contractor” means the person named in the Contract Data and the legal successors intitle to this person, but not (except with the consent of the Employer) any assignee.

1.1.6 “Party” means either the Employer or the Contractor.

Dates, Times and Periods

1.1.7 “Commencement Date” means the date fifteen(15) days after the date the Contract comesinto effect or any other date named in the Contract Data.

1.1.8 “Day” means a calendar day

1.1.9 “Time for Completion” means the time for completing the Works as stated in the ContractData (or as extended under Sub-Clause 7.3), calculated from the Commencement Date.

Money and Payments

1.1.10 “Contract Price” means the agreed amount stated in the Letter of Acceptance as payableto the Contractor for the design, execution and completion of the works whether on or offthe Site, including overheads and similar charges but does not include any allowance forprofit.

Other Definitions

1.1.11 “Contractor’s Equipment” means all machinery, apparatus and other things required forthe execution of the Works but does not include Materials or Plant intended to form partof the Works.

1.1.12 “Country” means the Islamic Republic of Pakistan.

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1.1.13 “Employer’s Risks” means those matters listed in Sub-Clause 6.1.

1.1.14 “Force Majeure” means an event or circumstance which makes performance of a Party’sobligations illegal or impracticable and which is beyond that Party’s reasonable control.

1.1.15 ‘Materials” means things of all kinds (other than Plant) to be supplied and incorporated inthe Works by the Contractor.

1.1.16 “Plant” means the machinery and apparatus intended to form or forming part of theWorks.

1.1.17 “Site” means the places provided by the Employer where the Works are to be executed,and any other places specified in the Contract as forming part of the Site.

1.1.18 “Variation” means a change which is instructed by the Employer under Sub-Clause 10.1.

1.1.19 ‘Works” means any or all the works whether Supply, Installation, Testing,Commissioning etc. and design (if any) to be performed by the Contractor includingtemporary works and any variation thereof.

1.1.20 “Engineer” means the person notified by the Employer to act as Engineer for the purposeof the Contract and named as such in Contract Data.

1.2 Interpretation

Words importing persons or parties shall include firms and organizations. Wordsimporting singular or one gender shall include plural or the other gender where thecontext requires.

1.3 Priority of Documents

The documents forming the Contract are to be taken as mutually explanatory of oneanother. If an ambiguity or discrepancy is found in the documents, the priority of thedocuments shall be in accordance with the order as listed in the Contract Data.

1.4 Law

The law of the Contract is the relevant Law of Islamic Republic of Pakistan.

1.5 Communications

All Communications related to the Contract shall be in English language.

1.6 Statutory Obligations

The Contractor shall comply with the Laws of Islamic Republic of Pakistan and shall giveall notices and pay all fees and other charges in respect of the Works.

2. THE EMPLOYER

2.1 Provision of Site

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The Employer shall provide the Site and right of access thereto at the times stated in theContract Data.

2.2 Permits etc.

The Employer shall, if requested by the Contractor, assist him in applying for permits,licenses or approvals which are required for the Works.

2.3 Engineer’s/Employer’s Instructions

The Contractor shall comply with all instructions given by the Employer or the Engineer, if notified by the Employer, in respect of the Works including the suspension of all or partof the Works.

2.4 Approvals

No approval or consent or absence of comment by the Employer shall affect the Contractor’s obligations.

3. EMPLOYER’S REPRESENTATIVES

3.1 Authorized Person

The Employer shall appoint a duly authorized person to act for him and on his behalf forthe purposes of this Contract. Such authorized person shall be duly identified in theContract Data or otherwise notified in writing to the Contractor as soon as he is soappointed. In either case the Employer shall notify the Contractor, in writing, the precisescope of the authority of such authorized person at the time of his appointment.

3.2 Employer’s Representative

The name and address of Employer’s Representative is given in Contract Data. Howeverthe Contractor shall be notified by the Engineer/Employer, the delegated duties andauthority before the Commencement of Works.

4. THE CONTRACTOR

4.1 General Obligations

The Contractor shall carry out the Works properly and in accordance with the Contract.The Contractor shall provide all supervision, labour, Materials, Plant and Contractor’sEquipment which may be required.

4.2 Contractor’s Representative

The Contractor shall appoint a representative at site on full time basis to supervise theexecution of work and to receive instructions on behalf of the Contractor but only afterobtaining the consent of the Employer for such appointment which consent shall not beunreasonable withheld by the Employer. Such authorized representative may besubstituted/replaced by the Contractor at any time during the Contract Period but onlyafter obtaining the consent of the Employer as aforesaid.

4.3 Subcontracting

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The Contractor shall not subcontract the whole of the Works. The Contractor shall notsubcontract any part of the Works without the consent of the Employer.

4.4 Performance Security

The Contractor shall furnish to the Employer within seven(07) days after receipt of Letterof Acceptance a Performance Security 5% in the form of Bank Draft or Bank Guaranteeor in favor of Executive Engineer PHE Division Kasur.

5. DESIGN BY CONTRACTOR

5.1 Contractor’s Design

The Contractor shall carry out design to the extent specified, as referred to in the ContractData. The Contractor shall submit to the Employer all designs prepared by him at the timeof submission of Bid and design will be considered as a final design and Employer canreject the Bid technically if does not comply as per requirement.

5.2 Responsibility for Design

The Contractor shall remain responsible for his bided design and the design under thisClause, both of which shall be fit for the intended purposes defined in the Contract and heshall also remain responsible for any infringement of any patent or copyright in respect ofthe same. The Employer shall be responsible for the Specifications and Drawings (if anygiven).

5.3 Training

The Contractor shall give comprehensive on-the-spot training to the personnel designatedby the HED for each filtration plant for all system installed, such that the personnelbecome adequately capable to run, operate, maintain and repair the systems without theContractor's help.

Necessary, instruction material, such as manuals, booklets, pamphlets, drawings etc. shallalso be provided by the Contractor.

5.4 As-Built Drawings/Documents

Three Copies and one reproducible Copy along with Soft Copy of all As-Builtdrawings/documents in accordance to Employer’s Requirements is to be submitted by theContractor.

6. EMPLOYER’S RISKS

6.1 The Employer’s Risks

The Employer’s Risks are:-

a) war, hostilities (whether war be declared or not), invasion, act of foreign enemies,within the Country;

b) Rebellion, terrorism, revolution, insurrection, military or usurped power, or civilwar, within the Country;

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c) ionizing radiations, or contamination by radio-activity from any nuclear fuel, orfrom any nuclear waste from the combustion of nuclear fuel, radio-active toxicexplosive, or other hazardous properties of any explosive nuclear assembly ornuclear component of such an assembly, except to the extent to which theContractor/Sub-Contractors may be responsible for the use of any radio-activematerial;

d) Pressure waves caused by aircraft or other aerial devices travelling at sonic orsupersonic speeds;

e late handing over of sites, anomalies in drawings, late delivery of designs anddrawings of any part of the Works by the Employer’s personnel or by others forwhom the Employer is responsible;

h) A suspension under Sub-Clause 2.3 unless it is attributable to the Contractor’sfailure; and

i) Physical obstructions or physical conditions other than climatic conditions,encountered on the Site during the performance of the Works, for which theContractor immediately notified to the Employer and accepted by the Employer.

7. TIME FOR COMPLETION

7.1 Execution of the Works

The Contractor shall commence the Works on the Commencement Date and shall proceedexpeditiously and without delay and shall complete the Works, subject to Sub-Clause 7.3below, within the Time for Completion.

7.2 ProgramWithin the time stated in the Contract Data, the Contractor shall submit to the Employer aprogram for the Works in the form stated in the Contract Data.

7.3 Extension of Time

The Contractor shall, within such time as may be reasonable under the circumstances,notify the Employer of any event(s) falling within the scope of Sub-Clause 6.1 or 10.3 ofthese Conditions of Contract and request the Employer/Engineer for a reasonableextension in the time for the completion of Works. Subject to the aforesaid, the Employershall determine such reasonable extension in the time for the completion of Works as maybe justified in the light of the details/particulars supplied by the Contractor in connectionwith the such determination by the Employer within such period as may be prescribed bythe Employer/Engineer for the same; and the Employer shall extend the Time forCompletion as determined.

7.4 Late Completion

If the Contractor fails to complete the Works within the Time for Completion, theContractor’s only liability to the Employer for such failure shall be to pay the amountstated in the Contract Data for each day for which he fails to complete the Works.

8. TAKING-OVER8.1 Completion

The Contractor may notify the Employer when he considers that the Works are complete.

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8.2 Taking-Over Notice

Within fourteen (14) days of the receipt of the said notice of completion from theContractor the Employer shall either takeover the completed Works and issue aCertificate of Completion to that effect or shall notify the Contractor his reasons for nottaking-over the Works. While issuing the Certificate of Completion as aforesaid, theEmployer may identify any outstanding items of work which the Contractor shallundertake during the Maintenances Period.

9. REMEDYING DEFECTS9.1 Remedying Defects

The Contractor shall for a period of one (01) year from the date of issue of the Certificateof Completion carry out, at no cost to the Employer, repair and rectification work whichis necessitated by the earlier execution of poor quality of work or use of belowspecifications material in the execution of Works and which is so identified by theEmployer in writing within the said period. Upon expiry of the said period, i.e. one (01)year after completion certificate, and subject to the Contractor’s faithfully performing hisaforesaid obligations, the Employer/Engineer shall issue a Maintenance Certificatewhereupon all obligations of the Contractor under this Contract shall come to an end.

Failure to remedy any such defects or complete outstanding work within a reasonabletime shall entitle the Employer to carry out all necessary works at the Contractor’s cost.

9.2 Uncovering and TestingThe Employer may give instruction as to the uncovering and/or testing of any work.Unless as a result of an uncovering and/or testing it is established that the Contractor’sdesign, Materials, Plant or workmanship are not in accordance with the Contract, theContractor shall be paid for such uncovering and/or testing as a Variation in accordancewith Sub-Clause 10.2.

10. VARIATIONS AND CLAIMS10.1 Right to Vary

The Employer/Engineer may issue Variation Order(s) in writing. Where for any reason ithas not been possible for the Employer/Engineer to issue such Variations Order(s), theContractor may confirm any verbal orders given by the Employer/Engineer in writing andif the same are not refuted/denied by the Employer/Engineer within seven (7) days of thereceipt of such confirmation the same shall be deemed to be a Variation Orders for thepurposes of this Sub-Clause.

10.2 Valuation of VariationsVariations shall be valued as follows:a) Where appropriate, at rates in the Contract, or

b) In the absence of appropriate rates, the rates in the Contract shall be used as thebasis for valuation, or failing which

c) At appropriate new rates, as may be agreed or which the Engineer/Employerconsiders appropriate.

10.3 Early Warning

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The Contractor shall notify the Engineer/Employer in writing as soon as he is aware ofany circumstance which may delay or disrupt the Works, or which may give rise to aclaim for additional payment.To the extent of the Contractor’s failure to notify, whichresults to the Engineer/Employerbeing unable to keep all relevant records or not taking steps to minimize any delay,disruption, or Cost, or the value of any Variation, the Contractor’s entitlement toextension ofthe Time for Completion or additional payment shall be reduced/rejected.

10.4. Valuation of ClaimsIf the Contractor incurs Cost as a result of any of the Employer’s Risks, the Contractorshall not be entitled.

10.5 Variation and Claim ProcedureThe Contractor shall submit to the Engineer/Employer an itemized make-up of the valueof variations and claims within twenty eight(28) days of the instruction or of the eventgiving rise to the claim. The Engineer/Employer shall check and if possible agree thevalue. In the absence of agreement, the Employer shall determine the value.

11. CONTRACT PRICE AND PAYMENT11.1 Contract Price

The Contract Price shall be accompanied by detailed price breakdowns of items,indicating quantities, unit rates and other pricing information in Schedule ofPrices. Prices shall be entered keeping in view the Instructions to Bidders, andEmployer’s Requirements.

11.2 Valuation of the WorksThe Works shall be valued as provided for in the Contract Data, subject to Clause 10.

11.3 Advance PaymentMobilization Advance Payment would be made as per rules if any.

11.4 Interim / Final PaymentsWithin a period not exceeding Fourteen (14) days from the date of submission of astatement for interim / Final payment by the Contractor on achievement of any milestoneas per Sub Clause 11.5, the Employer shall verify the same and within a period notexceeding thirty (30) days from the said date of submission by the Contractor, theEmployer shall pay to the Contractor the sum verified less retention money at the ratestated in the Contract Data.

11.5 Schedule of Payments

Interim payments will be made to the Contract as per the work done at site.

Note: * Deductions will be carried out as per rules. 11.6 Retention

Retention moneyshall be paid by the Employer to the Contractor after the expiry of the periodstated in Sub-Clause 9.1.

11.7 Currency

Payment shall be in the currency stated in the Contract Data.

12. DEFAULT

12.1 Defaults by Contractor

If the Contractor abandons the Works, refuses or fails to comply with a valid instruction of theEmployer or fails to proceed expeditiously and without delay, or is, despite a written complaint, in

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breach of the Contract, the Employer may give notice referring to this Sub-Clause and stating thedefault.

If the Contractor has not taken all practicable steps to remedy the default within fourteen(14) daysafter receipt of the Employer’s notice, the Employer may by a second notice given within afurther twenty one(21) days, terminate the Contract. The Contractor shall then demobilize fromthe Site leaving behind any Contractor’s Equipment which the Employer instructs, in the secondnotice, to be used for the completion of the Works at the risk and cost of the Contractor.

12.2 Defaults by Employer

If the Employer fails to pay in accordance with the Contract, or is, despite a written complaint, inbreach of the Contract, the Contractor may give notice referring to this Sub-Clause and stating thedefault. If the default is not remedied within fourteen(14) days after the Employer’s receipt of thisnotice, the Contractor may suspend the execution of all or parts of the Works.

If the default is not remedied within twenty eight(28) days after the Employer’s receipt of theContractor’s notice, the Contractor may by a second notice given within a further twenty one (21)days, terminate the Contract. The Contractor shall then demobilize from the Site.

12.3 Insolvency

If a Party is declared insolvent under any applicable law, the other Party may by notice terminatethe Contract immediately. The Contractor shall then demobilize from the Site leaving behind, inthe case of the Contractor’s insolvency; any Contractor’s Equipment which the Employerinstructs in the notice is to be used for the completion of the Works.

12.4 Payment upon Termination

After termination, the Contractor shall be entitled to payment of the unpaid balance of the valueof the Works executed. adjusted by the following:

a) if the Employer has terminated under Sub-Clause 12.1 or 12.3, the Employer shall beentitled to a sum equivalent to twenty percent(20%) of the value of parts of the Works notexecuted at the date of the termination, and

The net balance due shall be paid or repaid within twenty eight(28) days of the notice oftermination.

13. RISKS AND RESPONSIBILITIES

13.1 Contractor’s Care of the Works

Subject to Sub-Clause 9.1, the Contractor shall take full responsibility for the care of the Worksfrom the Commencement Date until the date of the Employer’s/Engineer’s issuance of Certificateof Completion under Sub-Clause 8.2. Responsibility shall then pass to the Employer. If any lossor damage happens to the Works during the above period, the Contractor shall rectify such loss ordamage so that the Works conform to the Contract.

13.2 Force Majeure

If Force Majeure occurs, the Contractor shall notify the Engineer/Employer immediately. Ifnecessary, the Contractor may suspend the execution of the Works and, to the extent agreed withthe Employer demobilize the Contractor’s Equipment.

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If the event continues for a period of eighty four (84) days, either Party may then give notice oftermination which shall take effect twenty eight (28) days after the giving of the notice.

After termination, the Contractor shall be entitled to payment of the unpaid balance of the valueof the Works executed adjusted by the following:

Less any sums to which the Employer is entitled.

The net balance due shall be paid or repaid within thirty five (35) days of the notice oftermination.

14. RESOLUTION OF DISPUTES

14.1 Employer’s Decision

If a dispute of any kind whatsoever arises between the Employer and the Contractor in connectionwith the Works, the matter in dispute shall, in the first place, be referred in writing to theEmployer/Contractor, with a copy to the other party. Such reference shall state that it is madepursuant to this Clause. No later than the twenty eight (28) days after the day on which hereceived such reference, the Employer / Contractor shall give notice of his decision to the otherparty

Unless the Contract has already been repudiated or terminated, the Contractor shall, in every case,continue to proceed with the Work with all due diligence, and the Contractor and the Employershall give effect forthwith to every such decision unless and until the same shall be revised, ashereinafter provided in an arbitral award.

14.2 Notice of Dissatisfaction

If a Party is dissatisfied with the decision or if no decision is given within the time set out in Sub-Clause 15.1 here above, the Party may give notice of dissatisfaction referring to this Sub-Clausewithin fourteen(14) days of receipt of the decision or the expiry of the time for the decision. If nonotice of dissatisfaction is given within the specified time, the decision shall be final and bindingon the Parties. If notice of dissatisfaction is given within the specified time, the decision shall bebinding on the Parties who shall give effect to it without delay unless and until the decision by anarbitrator.

14.3 Arbitration

A dispute which has been the subject of a notice of dissatisfaction shall be finally settled as perprovisions of Arbitration Act 1940 (Act No. X of 1940) and Rules made thereunder and anystatutory modifications thereto. Any hearing shall be held at the place specified in the ContractData and in the language referred to in Sub-Clause 1.5.

15 INTEGRITY PACT

15.1 If the Contractor or any of his Sub-Contractors, agents or servants is found to have violated orinvolved in violation of the Integrity Pact signed by the Contractor as Schedule-F to his Bid, then theEmployer shall be entitled to:

(a) recover from the Contractor an amount equivalent to ten times the sum of any commission,gratification, bribe, finder’s fee or kickback given by the Contractor or any of his Sub-Contractors, agents or servants;

(b) Terminate the Contract; and

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(c) Recover from the Contractor any loss or damage to the Employer as a result of such terminationor of any other corrupt business practices of the Contractor or any of his Sub-Contractors, agentsor servants.

On termination of the Contract under Sub-Para (b) of this Sub-Clause, the Contractor shall demobilizefrom the Site leaving behind Contractor’s Equipment which the Employer instructs, in the terminationnotice, to be used for the completion of the Works at the risk and cost of the Contractor. Paymentupon such termination shall be made under Sub-Clause 12.4, in accordance with Sub-Para (c) thereof,after having deducted the amounts due to the Employer under Sub-Para (a) and (c) of this Sub-Clause.

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CONTRACT DATA

(Note: Except where otherwise indicated, all Contract Data should be filled in by the Employer prior toissuance of the Bidding Documents.)

Sub-Clauses of

Conditions of Contract

1.1.3 Conceptual Drawings

(To be prepared and submitted by the Contractor)

1.1.4 The Employer means

Public Health Engineering Department.

1.1.5 The Contractor means

Successful Responsive Bidder (Substantial Responsive Bidder) to whom

Letter of Acceptance (i.e. Work Order) is issued

1.1.7 Commencement Date means the date of issue of Employer’s Notice to Commence which shall beissued withinfifteen (15) days of the signing of the Contract Agreement.

1.1.9 Time for Completion(395) days

1.3 Documents forming the Contract listed in the order of priority:

(l) The Contract Agreement

(m) Letter of Acceptance

(n) The completed Form of Bid

(o) Contract Data

(p) Conditions of Contract

(q) The completed Schedules to Bid including Schedule of Prices

(r) Conceptual Drawings

(s) Employer’s Requirements

(t) Required Technical Specifications & Bidder’s Data

(u) ___________________

(v) ___________________

(The Employer may add, in order of priority, such other documents as form part of the Contract.Delete the document, if not applicable)

2.1 Provision of Site: On the Commencement Date*

3.1 Authorizedperson :_________________

3.2 Name and address of Employer’s representative ______________________

4.4 Performance Security:

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Amount5% of Contract Prices

Validity01 Year from Job Completion/ Taking Over Certificate

(Form: As provided under Standard Forms* of these Documents)

Furthermore, Additional performance security will be taken as per the following:

In case the total tendered amount is less than 5% or below of the approved estimated (DNIT) amount, the

lowest bidder will have to deposit additional performance security from the scheduled Bank equal to the

difference of Estimated cost and tendered/bid amount.

5.1 Requirements for Contractor’s design (if any):

As per Employer’s Requirements and Specifications

7.2 Program:

Time for submission: Within Fifteen (15) days* of the Commencement Date.

Form of program: (Bar Chart/CPM/PERT or other)

7.4 Amount payable due to failure to complete shall be _0.25%per day up to a maximum of (10%) * of

sum stated in the Letter of Acceptance

9.1 Period for remedying defects

15 Days

10.2 (e) Variation procedures:

Daywork rates______________

__N/A________________________(details)

11.1 *(a) Schedule of Payments

As given above at 11.5

11.3 Percentage of retention:five (5%)

11.6 Currency of payment: Pak. Rupees

15.3 Arbitration

Place of Arbitration:Office of the Executive Engineer PHE Division Kasur.

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STANDARD FORMS

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FORM OF PERFORMANCE SECURITY

(Bank Guarantee or Insurance Guarantee)

Guarantee No._____________________Executed on _____________________

(Letter by the Guarantor to the Employer)

Name of Guarantor (Scheduled Bank in Pakistan) with

address:_________________________________

Name of Principal (Contractor) with address:_______________________________________________________________________________________________________________________________

Penal Sum of Security (express in words and figures)________________________________________________________________________________________________________________________________

Letter of Acceptance No.________________________________Dated __________

KNOW ALL MEN BY THESE PRESENTS, that in pursuance of the terms of the Bidding Documents andabove said Letter of Acceptance (hereinafter called the Documents) and at the request of the said Principal we,the Guarantor above named, are held and firmly bound unto the__________________________________________________ (hereinafter called the Employer) in the penalsum of the amount stated above, for the payment of which sum well and truly to be made to the saidEmployer, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmlyby these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH, that whereas the Principal has accepted theEmployer's above said Letter of Acceptance for ________ __________________________________ (Nameof Contract) for the ___________

_______________________________ (Name of Project).

NOW THEREFORE, if the Principal (Contractor) shall well and truly perform and fulfill all the undertakings,covenants, terms and conditions of the said Documents during the original terms of the said Documents andany extensions thereof that may be granted by the Employer, with or without notice to the Guarantor, whichnotice is, hereby, waived and shall also well and truly perform and fulfill all the undertakings, covenants termsand conditions of the Contract and of any and all modifications of the said Documents that may hereafter bemade, notice of which modifications to the Guarantor being hereby waived, then, this obligation to be void;otherwise to remain in full force and virtue till all requirements of Clause 9, Remedying Defects, ofConditions of Contract are fulfilled.

Our total liability under this Guarantee is limited to the sum stated above and it is a condition of any liabilityattaching to us under this Guaranteethat the claim for payment in writing shall be received by us within thevalidity period of this Guarantee, failing which we shall be discharged of our liability, if any, under thisGuarantee.

We, ____________________________________ (the Guarantor), waiving all objections and defenses underthe Contract, do hereby irrevocably and independently guarantee to pay to the Employer without delay uponthe Employer's first written demand without cavil or arguments and without requiring the Employer to proveor to show grounds or reasons for such demand any sum or sums up to the amount stated above, against theEmployer's written declaration that the Principal has refused or failed to perform the obligations under theContract,forwhich payment will be effected by the Guarantor to Employer’s designated Bank & AccountNumber.

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PROVIDED ALSO THAT the Employer shall be the sole and final judge for deciding whether the Principal(Contractor) has duly performed his obligations under the Contract or has defaulted in fulfilling saidobligations and the Guarantor shall pay without objection any sum or sums up to the amount stated aboveupon first written demand from the Employer forthwith and without any reference to the Principal or anyother person.

IN WITNESS WHEREOF, the above bounded Guarantor has executed this Instrument under its seal on thedate indicated above, the name and corporate seal of the Guarantor being hereto affixed and these presentsduly signed by its undersigned representative, pursuant to authority of its governing body.

_______________

Guarantor (Bank)

Witness:

1. _______________________ 1. Signature _______________

_______________________ 2. Name __________________

Corporate Secretary (Seal)

3. Title ___________________

2. _______________________

_______________________ _______________________

(Name, Title & Address) Corporate Guarantor (Seal)

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FORM OF CONTRACT AGREEMENT

THIS CONTRACT AGREEMENT (hereinafter called the “Agreement”) made on the _____ day of ________2016 ________ between _________________________(hereinafter called the “Employer”) of the one partand ______________ (hereinafter called the “Contractor”) of the other part.

WHEREAS the Employer is desirous that certain Works, viz _______________ should be executed by theContractor and has accepted a Bid by the Contractor for the execution and completion of such Works and theremedying of any defects therein.

NOW this Agreement witnessed as follows:

3. In this Agreement words and expressions shall have the same meanings as are respectively assigned tothem in the Conditions of Contract hereinafter referred to.

4. The following documents after incorporating addenda, if any except those parts relating toInstructions to Bidders, shall be deemed to form and be read and construed as part of this Agreement,viz:

(a) The Letter of Acceptance(b) The completed Form of Bid along with Schedules to Bid;(c) Conditions of Contract & Contract Data;(d) The priced Schedule of Prices; (e) The Employer’s Requirements(f) The Technical Specifications & Bidder’s Data(g) The Conceptual Drawings/SLDs(h) The Performance Security Guarantee(i) The Parent Company Guarantee (SPV Manufacturer and Inverter Manufacturer)

4. In consideration of the payments to be made by the Employer to the Contractor as hereinaftermentioned, the Contractor hereby covenants with the Employer to execute and complete the Worksand remedy defects therein in conformity and in all respects within the provisions of the Contract.

2. The Employer hereby covenants to pay the Contractor, in consideration of the execution andcompletion of the Works as per provisions of the Contract, the Contract Price or such other sum asmay become payable under the provisions of the Contract at the times and in the manner prescribedby the Contract.

IN WITNESS WHEREOF the parties hereto have caused this Contract Agreement to be executed on the day ,month and year first before written in accordance with their respective laws.

Signature of the Contactor Signature of the Employer

______________________ _______________________________

(Seal) (Seal)

Signed, Sealed and Delivered in the presence of:

Witness: Witness:

________________________ _________________________________

(Name, Title and Address) (Name, Title and Address)

FORM OF PARENT COMPANY GUARANTEE

(To be provided for Water Filtration Plants and its Components)

Brief description of Contract ___________________________________________________

Name and address of Employer _________________________________________________

________________________________________(together with successors and assigns).

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We have been informed that ____________ (hereinafter called the “Contractor”) is submitting an offer forsuch Contract in response to your invitation, and that the conditions of your invitation require his offer to besupported by a parent company guarantee.

In consideration of you, the Employer, awarding the Contract to the Contractor, we (name of parent company)____________ irrevocably and unconditionally guarantee to you, as a primary obligation, the dueperformance of all the Contractor’s obligations and liabilities under the Contract, including the Contractor’scompliance with all its terms and conditions according to their true intent and meaning.

If the Contractor fails to perform his obligations and liabilities and comply with the Contract, we willindemnify the Employer against and from all damages, losses and expenses (including legal fees andexpenses) which arise from any such failure for which the contractor is liable to the Employer under theContract.

This guarantee shall come into full force and effect when the Contract comes into full force and effect. If theContract does not come into full force and effect within a year of the date of this guarantee, or if youdemonstrate that you dot not intend to enter into the Contract with the Contractor, this guarantee shall be voidand ineffective. This guarantee shall continue in full force and effect until all the Contractor’s obligations andliabilities under the Contract have been discharged, when this guarantee shall expire and shall be returned tous, and our liability hereunder shall be discharged absolutely.

This guarantee shall apply and be supplemental to the Contract as amended or varied by the Employer and thecontractor from time to time. We hereby authorize them to agree any such amendment or variation, the dueperformance of which and compliance with which by the Contractor are likewise guaranteed hereunder. Ourobligations and liabilities under this guarantee shall not be discharged by any allowance of time or otherindulgence whatsoever by the Employer to the Contractor, or by any variation or suspension of the works tobe executed under the Contract, or by any amendments to the Contract or to the constitution of the Contractoror the Employer, or by any other matters whether with or without our knowledge or consent.

This guarantee shall be governed by the law of the same country (or other jurisdiction) as that which governsthe Contract and any dispute under this guarantee shall be finally settled under the Rules of Arbitration of theInternational Chamber of Commerce by one or more arbitrators appointed in accordance with such Rules. Weconform that the benefit of this guarantee may be assigned subject only to the provisions for assignment of theContract.

Date ___________________ Signature(s)___________________________________

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PUBLIC HEALTH ENGINEERING DEPARTMENT

PROVISION OF CLEAN & SAFE WATER FACILITY INEXISTING COLLEGES

Package-III (Sargodha, Rawalpindi, Gujranwala & Lahore)

TENDER AND CONTRACT DOCUMENTS

INVITATION FOR BIDS

INSTRUCTION TO BIDDERS & BIDDING DATA

FORM OF BID & SCHEDULES TO BID

CONDITIONS OF CONTRACT & CONTRACT DATA

STANDARD FORMS

TECHNICAL SPECIFICATIONS

CONCEPTUAL DRAWINGS

PUBLIC HEALTH ENGINEERING DIVISION KASUR

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SUMMARY OF CONTENTS

Subject

(XIII) INVITATION FOR BIDS

(XIV) INSTRUCTIONS TO BIDDERS & BIDDING DATA

(XV) FORM OF BID & SCHEDULES TO BID

(XVI) CONDITIONS OF CONTRACT & CONTRACT DATA

(XVII) STANDARD FORMS

(XVIII) EMPLOYER`S SPECIFICATIONS.

INVITATION FOR BIDS(Published in name of Newspaper and date)

TENDER NOTICE

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Sealed tenders / proposals are hereby invited from the technically and financially strongContractors / firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Classcontractor C-4 (Rs.200.000 millions) or above and have deposited their enlistment/ renewal fee for the currentfinancial year 2019-20 and renewed with P.E.C for the year 2019-20 in the relevant category and field ofspecialization (CE09, CE10, ME06, EE04, & EE06) to undertake the following project.

Sr.No.

Name of SchemeEstimated Cost

(in Million)T.S No. & Date

Provision of Clean & Safe Water Facility in ExistingColleges Vide C.E (N),

PHE Deptt:Lahore

No.438/P&-I,Dated:20/03/202

0

1. PACKAGE-I (Installation of Water Filtration Plants inDivision Faisalabad & Sahiwal)

Rs.120.099Million

2. PACKAGE-II (Installation of Water Filtration Plants inDivision Bahawalpur, D.G. Khan and Multan)

Rs.117.653Million

3. PACKAGE-III (Installation of Water Filtration Plants inDivision Sargodha, Rawalpindi, Gujranwala & Lahore)

Rs.122.800Million

The complete set of tender documents/ technical marks sheet containing detailed terms and conditions,method of procurement, procedure of submission of bids, bid security, bid validity, opening of bid, evaluation criteria,clarification/ rejection of bids, performance guarantee etc. for each project separately can be obtained from Head Clerk ofthis office on production of Tender Fee of Rs.10,000/- (non-refundable) for each project separately in the form ofCash/Pay Order/ Deposit at Call Receipt (CDR) in favor of Executive Engineer PHE Division Kasur.

The Single Stage-Two Envelope bidding procedure will be adopted as per PPRA Rules. TheBid shall be Single Package consisting of Two separate envelopes containing separately the Technical andFinancial proposals accompanied with Bid Security 5% of estimated amount in the form of Deposit at CallReceipt (CDR) issued from any of the scheduled bank in favor of Executive Engineer PHE Division Kasur insealed envelope must be delivered to the Office of Executive Engineer PHE Division House No-2 AbdulShakoor Colony Club Road Kasur on or before 20/04/2020 till 01:00 PM and the technical bids will be openedon the same day publicly on 2.00 P.M at same address in the presence of Tender Opening Committee andbidder’s representatives, who opt to attend and whereas the financial bids will be sealed and held for openingafter evaluation of technical bids from the competent authority. The Date of opening of financial bids will becommunicated through registered mail.

NOTE:1. As per Government of the Punjab Finance Department Notification No.RO(Tech) FDI 2/83(IV)(P),

dated:06.04.05 in case the total tenders amount is less than 5% of the approved estimate (DNIT) amount. Thelowest bidder will have to deposit an additional performance security from the scheduled Band equal to thetender amount below estimated cost within 15 days of issuance of notice or with expiry period of the bid,whichever is earlier.

2. As per PPRA Rule 2014, Serial No.56 Chapter-VIII, successful bidder has to furnish Performance Guaranteefrom any scheduled bank @5% (minimum) of the bid amount for the work mentioned above.

3. The tender received will not be processed for approval if funds are withdrawn or not release for any reason fromthe Government.

4. The BIDs received without bid security 5% of estimated amount in the shape of CDR will be rejected. 5. No court proceeding against the Technical marks evaluation committee will be allowed. The decision of the

committee will be final.

EXECUTIVE ENGINEER PUBLIC HEALTH ENGINEERING DIVISION

ABDUL SHAKOOR COLONY KASURPh.049-2771346, Email:[email protected]

INSTRUCTIONS TO BIDDERS

Clause No. Description

A. GENERAL

IB.45 Scope of Bid

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IB.46 Source of FundsIB.47 Eligible BiddersIB.48 One Bid per BidderIB.49 Cost of BiddingIB.50 Site Visit

B. BIDDING DOCUMENTS

IB.51 Contents of Bidding DocumentsIB.52 Clarification of Bidding DocumentsIB.53 Amendment of Bidding Documents

C- PREPARATION OF BID

IB.54 Language of BidIB.55 Documents Comprising the BidIB.56 Sufficiency of BidIB.57 Forms of Bids and SchedulesIB.58 Bid Prices IB.59 Currencies of BidIB.60 Documents Establishing Bidder’s Eligibility and QualificationsIB.61 Documents Establishing Works Conformity to Bidding Documents IB.62 Bid SecurityIB.63 Validity of Bids, Format, Signing and Submission of Bid

D-SUBMISSION OF BID

IB.64 Deadline for Submission & Withdrawal of Bids

E. BID OPENING AND EVALUATION

IB.65 Technical Proposal Opening, Clarification and EvaluationIB.66 Financial Proposals Opening, Clarification and Evaluation

Technical Marks DistributionIB.23 Process to be confidential

F. AWARD OF CONTRACT

IB.24 Post QualificationIB.25 Award Criteria & Employers RightIB.26 Notification of Award & Signing of Contract AgreementIB.27 Performance SecurityIB.28 Integrity Pact

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INSTRUCTIONS TO BIDDERS

(Note: These Instructions to Bidders (IB) along with Bidding Data will not be part ofContract and will cease to have effect once the Contract is signed).

A. GENERAL

IB.1 Scope of Bid1.1 The Employer as defined in the Bidding Data hereinafter called “the Employer”

wishes to invite bids for the EPC (Engineering, Procurement and Construction)turnkey Contract for the following scope of works as described in these BiddingDocuments, and summarized in the Bidding Data hereinafter referred to as the“Works”.

“PROVISION OF CLEAN & SAFE WATER FACILITY IN EXISTING COLLEGES”Package-III (Sargodha, Rawalpindi, Gujranwala & Lahore)

Bidder shall prepare Proposal for Design, Supply, Installation, Testing andCommissioning of Water Filtration Plants as per required specifications.

Bidders must quote for the complete scope of work. Any Bid not quoting for completescope of work will be rejected as non-responsive, pursuant to Clause IB.22.2.

1.2 The successful bidder will be expected to complete the design and execution of theWorks within the time specified in Contract data.

IB.2 Source of Funds2.1 The Government of Punjab.

IB.3 Eligible Bidders3.1 This Invitation for Bids is open to all bidders meeting the following requirements:

k) Duly licensed by the Pakistan Engineering Council (PEC) in Category C3 orabove with appropriate/relevant field (CE09, CE10, ME06, EE04, & EE06).

l) Authorized dealers /distributors of renowned US/European Water FiltrationPlants having proven Water Filtration Plants expertise.

m) Registered with FBR, and any other Federal/Provincial or Local departmentwhich otherwise forbids conduct of tender works.

n) Never been blacklisted by any organization.

o) Basis of DisqualificationThe contrary to explain above, non-compliant to bidder’s requirement and anymajor deviation from the minimum specification of Water Filtration Plants givenin the bidding document shall be considered as basis of disqualification of thebidder. The bid without five (05) % bid security of estimated cost will be rejected.

IB.4 One Bid per Bidder4.1 Each bidder shall submit only one bid. A bidder who submits or participates in more

than one bid will be disqualified.

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IB.5 Cost of Bidding5.1 The bidders shall bear all costs associated with the preparation and submission of their

respective bids and the Employer will in no case be responsible or liable for thosecosts, regardless of the conduct or outcome of the bidding process.

IB.6 Site Visit6.1 The bidders are advised to visit and examine the Site of Works (i.e. Details are given

in Annexure-A) and its surroundings and obtain for themselves on their ownresponsibility all information that may be necessary for preparing the bid and enteringinto a contract for design and construction of the Works. All cost in this respect shallbe at the bidder’s own expense.

B. BIDDING DOCUMENTS

IB.7 Contents of Bidding Documents7.1 In addition to Invitation for Bids, the Bidding Documents are those stated below, and

should be read in conjunction with any Addendum issued in accordance with Sub-Clause IB.9.1. The Bid and Contract Documents consist of the following:

Bidders documents Containing information regarding offered equipment andmaterials including catalogues, selection data/schedules, model numbersmanufacturer’s warranties and the following documents:

5. Instructions to Bidders & Bidding Data6. Form of Bid & Schedules to Bid

Schedules to Bid comprise the following:(xiii) Schedule A: Schedule of Prices(xiv) Schedule B: Specific Works Data(xv) Schedule C: Works to be Performed by Subcontractors(xvi) Schedule D: Proposed Program of Works(xvii)Schedule E: Method of Performing Works(xviii) Schedule F: Integrity Pact

3. Conditions of Contract & Contract Data4. Standard Forms:

(i) Form of Performance Security(ii) Form of Contract Agreement(iii)Form of Parent Company Guarantee

5. Technical Specifications & Bidder’s Data (Annexure-B)10. Conceptual Drawings (Annexure-C)

7.2 The bidders are expected to examine carefully the contents of all the abovedocuments. Failure to comply with the requirements of bid submission will be at thebidders own risk. Technical Proposals/bids which are not substantially responsive tothe requirements of the Bidding Documents will be rejected.

IB.8 Clarification of Bidding Documents8.1 A prospective bidder requiring any clarification(s) in respect of the Bidding

Documents may notify the Employer at the Employer’s address indicated in theBidding Data.

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8.2 The Employer will respond to any request for clarification which it receives earlierthan ten (10) days prior to the deadline for the submission of TechnicalProposals/Bids. Copies of the Employer’s response will be forwarded to allprospective bidders, at least five(5) days prior to dead line for submission of Bids,who have received the Bidding Documents including a description of the enquiry butwithout identifying its source.

IB.9 Amendment of Bidding Documents9.1 At any time prior to the deadline for submission of Technical Proposals, the Employer

may, for any reason, whether at his own initiative or in response to a clarificationrequested by a prospective bidder, modify the Bidding Documents by issuingaddendum.

9.2 Any addendum thus issued shall be part of the Bidding Documents pursuant to Sub-Clause IB.9.1 hereof, and shall be communicated in writing to all purchasers of theBidding Documents. Prospective bidders shall acknowledge receipt of each addendumin writing to the Employer.

9.3 To afford prospective bidders reasonable time in which to take an addendum intoaccount in preparing their Bids, the Employer may at its discretion extend thedeadline for submission of Bids.

C. PREPARATION OF BIDSIB.10 Language of Bid10.1 The bid prepared by the bidder and all correspondence and documents relating to the

Bid, exchanged by the bidder and the Employer shall be written in the Englishlanguage, provided that any printed literature furnished by the bidder may be writtenin another language so long as accompanied by an English translation of its pertinentpassages in which case, for purposes of interpretation of the Bid, the Englishtranslation shall govern.

IB.11 Documents Comprising the Bid11.1 (Technical Proposal):

The Technical Proposals prepared by the bidder shall comprise the followingcomponents:(q) Covering Letter.(r) Bid Security furnished in accordance with Clause IB.18.(s) Technical Proposal to be prepared by the bidder in pursuant to Employer’s

Requirements, Technical Specification & Bidder’s Data and Specific workdata.

(t) Bidding Documents’ each page duly signed and sealed.(u) Documentary evidence established in accordance with Clause IB.16 that the

Bidder is eligible to Bid and is qualified to perform the Contract if his Bid isaccepted.

(v) Documentary evidence established in accordance with Clause IB.17 that theSystem Equipment and ancillary Services to be supplied by the Bidder areeligible System Equipment and Services and conform to the BiddingDocuments.

(w) Any other documents prescribed in Particular Conditions of Contract orEmployer’s Requirements to be submitted with the Bid.

(x) Power of Attorney in accordance with Sub-Clause IB.19.5.

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11.2 (Financial Proposal)The Financial Proposals prepared by the bidder shall comprise the followingcomponents:(g) Covering Letter.(h) Bidding Documents including Conditions of Contract, each page duly signed

and sealed.(i) Form of Bid duly filled, signed & sealed, in accordance with Sub-Clause

IB.19.3.(d) Schedules (A to F) to Bid duly filled and initialed, in accordance with the

instructions contained therein & in accordance with Sub-Clause IB19.3.

IB.12 Sufficiency of Bid

12.1 Each bidder shall satisfy himself before Bidding as to the correctness and sufficiencyof his Bid and of the rates and prices entered in the Schedule of Prices, which ratesand prices shall except in so far as it is otherwise expressly provided in the Contract,cover all his obligations under the Contract and all matters and things necessary forthe proper completion of the Works.

12.2 The bidder is advised to obtain for himself at his own cost and responsibility allinformation that may be necessary for preparing the bid and entering into a Contractfor execution of the Works.

IB.13 Forms of Bid and Appendices13.3 The bidder shall complete, sign and seal the Form of Bid; Appendix (A to F) to Bid

furnished in the Bidding Documents and shall also enclose other information asdetailed in Clause IB.11.

IB.14 Bid Prices14.1 The Bidder shall quote Contract Price along with breakdown of items, indicating

quantities, unit rates and other pricing information in Schedule of Prices. Prices shallbe entered keeping in view the Instructions to Bidders, and Employer’s Requirements.

14.2 Unless otherwise stipulated in the Conditions of Contract, prices quoted by theBidders shall remain fixed during the Bidder’s performance of the Contract and notsubject to variation on any account. Since only fixed price contract will be considered,a bid submitted with an adjustable price quotation will be treated as non-responsiveand rejected, pursuant to Sub-Clause IB.22.2.

IB.15 Currencies of Bid

15.3 Prices shall be quoted by the bidder in currency as stipulated in the Bidding Data.

15.2 The currencies of payment shall be as stated in Conditions of Contract.

IB.16 Documents Establishing Bidder’s Eligibility and Qualifications

16.1 Pursuant to Clause IB.11, the bidder shall furnish, as part of its bid, documentsestablishing the bidder’s eligibility to bid and its qualifications to perform theContract if its bid is accepted.

16.2 Bidder/Manufacturer must possess and provide evidence of its capability and theexperience as stipulated in Bidding Data and the Qualification Criteria stipulated in

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the Bidding Documents.

16.7 Successful Bidder shall produce a parent company guarantee, as per Form annexed tothis document.

16.8 Bidder should have Annual Turnover certificates of last 3 Years from Bank.

IB.17 Documents Establishing Works’ Conformity to Bidding Documents

17.1 The documentary evidence of the Works’ conformity to the Bidding Documents maybe in the form of literature, drawings and data and the bidder shall furnishdocumentation as set out in Bidding Data.

17.2 The bidder shall note that standards for workmanship, material and equipment, andreferences to brand names or catalogue numbers, if any,designated by the Employer inthe Technical Provisions are intended to be descriptive only and not restrictive.

IB.18 Bid Security

18.1 Each bidder shall furnish, as part of his bid, at the option of the bidder, a Bid Securityin the amount stipulated in Bidding Data in Pak. Rupees in the form of CallDeposit/Payment Order in favor of the Employer.

18.2 Any bid not accompanied by an acceptable Bid Security shall be rejected by theEmployer as non-responsive.

18.3 The bid securities of unsuccessful bidders will be returned upon award of contract tothe successful bidder or on the expiry of validity of Bid Security whichever is earlier.

18.4 The Bid Security of the successful bidder will be returned when the bidder hasfurnished the required Performance Security (5%), pursuant to Clause IB.27 andsigned the Contract Agreement, pursuant to Sub-Clauses IB.26.2 & 26.3.

18.5 The Bid Security may be forfeited:(a) If a bidder withdraws his bid during the period of bid validity; or(b) If a bidder does not accept the correction of his Bid Price, pursuant to Sub-

Clause 22.5 (b) hereof; or(c) In the case of a successful bidder, if he fails to:

(i) Furnish the required Performance Security (5%) in accordance withClause IB.27, or

(ii) Sign the Contract Agreement, in accordance with Sub-Clauses IB.26.2& 26.3.

IB.19 Validity of Bids, Format, Signing and Submission of Bid

19.1 Bids shall remain valid for the period stipulated in the Bidding Data after the date ofbid (Financial Proposal) opening.

19.2 All Schedules to Bid are to be properly completed and signed.

19.3 No alteration is to be made in the Form of Bid except in filling up the blanks asdirected. If any alteration be made or if these instructions be not fully complied with,the bid may be rejected.

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19.4 Each bidder shall prepare Original and number of copies specified in the BiddingData of the documents comprising the bid as described in Clause IB.11 and clearlymark them “ORIGINAL” and “COPY” as appropriate. In the event of discrepancybetween them, the original shall prevail.

19.5 The original and all copies of the bid shall be typed or written in indelible ink andshall be signed by a person or persons duly authorized to sign (in the case of copies,Photostats are also acceptable). This shall be indicated by submitting a written Powerof Attorney authorizing the signatory of the bidder to act for and on behalf of thebidder. All pages of the bid shall be initialed and official seal be affixed by the personor persons signing the bid.

19.6 The Bid shall be delivered in person.

D. SUBMISSION OF BID

IB.20 Deadline for Submission & Withdrawal of bid.

20.1 The bid (sealed in one envelope comprising of two envelops one for technicalproposal and 2nd for financial proposal) must be received by the Employer at theaddress provided in Bidding Data not later than the time and date stipulated therein.

20.2 The bid submitted through telegraph, telex, fax or e-mail shall not be considered.

20.3 The bid received by the Employer after the deadline for submission prescribed inBidding Data will be returned unopened to such bidder.

20.4 Any bidder may withdraw his bid after submission provided that the written notice ofwithdrawal is received by the Employer prior to the deadline for submission of thebid.

20.5 Withdrawal of a bid during the interval between the deadline for submission of bidand the expiration of the period of bid validity specified in the Form of Bid may resultin forfeiture of the Bid Security pursuant to Sub-Clause IB.18.5 (a).

E. BID OPENING AND EVALUATION

IB.21 : Technical Proposal Opening, Clarification and Evaluation

21.1 Employer will open the Technical Proposals only where as Financial Proposal will bekept un-opened, in the presence of bidders’ representatives who choose to attend, atthe time, date and location stipulated in the Bidding Data.

21.2 The bidder’s name, the presence or absence of Bid Security, and such technical detailsas the Employer at its discretion may consider appropriate, will be announced by theEmployer at the technical proposal opening. The Employer will record the minutes ofthe technical proposal opening. Representatives of the bidders who choose to attendshall sign the attendance sheet.

21.3 The technical proposal shall be evaluated in accordance with the specified evaluationcriteria.

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IB.22 Financial Proposals Opening, Clarification and Evaluation

22.1 To assist in the examination, evaluation and comparison of Bids the Employer may, atits discretion, ask the bidder for a clarification of its Bid. The request for clarificationand the response shall be in writing and no change in the price or substance of the Bidshall be sought, offered or permitted.

22.2Arithmetical errors will be rectified on the following basis:

If there is a discrepancy between the unit price and total price that is obtainedby multiplying the unit price and quantity, the unit price shall prevail and thetotal price shall be corrected. If there is a discrepancy between the words andfigures the amount in words shall prevail. If there is a discrepancy between theTotal Bid price entered in Form of Bid and the total shown in Schedule ofPrices-Summary, the amount stated in the Form of Bid will be corrected by theEmployer in accordance with the Corrected Schedule of Prices.

If the bidder does not accept the corrected amount of Bid, his Bid will berejected and his Bid Security forfeited.

22.3 A Bid determined as substantially non-responsive will be rejected and will notsubsequently be made responsive by the bidder by correction of the non-conformity.

22.4 Any minor informality or non-conformity or irregularity in a Bid which does notconstitute a material deviation may be waived by Employer, provided such waiverdoes not prejudice or affect the relative ranking of any other bidders.

22.5 The Employer will evaluate and compare only the bids previously determined to besubstantially responsive pursuant to Sub-Clauses IB.22.2 to 22.4 as per requirementsgiven hereunder. Bids will be evaluated for complete scope of works and compliancewith the specifications.

(a) Technical Evaluation

It will be examined in detail whether the Works offered by the biddercomplies with the Technical Provisions of the Bidding Documents. For thispurpose, the bidder’s data submitted with the bid in Schedule B to Bid will becompared with technical features/criteria of the Works detailed in theTechnical Provisions. Other technical information submitted with the bidregarding the Scope of Work will also be reviewed.

All materials / Plants and other goods must comply with tender specificationsand required design failing which shall be considered major non conformityThe Employer’s Technical Evaluation Committee shall evaluate the TechnicalProposal on the basis of their responsiveness to specification, evaluationcriteria, and sub-criteria and other terms & conditions of the bidding documentthrough point system.

Each responsive proposal will be given a technical score. A proposal shall berejected at this stage if does not respond to minimum technical score i.e. 60marks.

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(b) Financial EvaluationThe financial proposal will be opened for only technically qualified

bids. The date will be communicated to the technically qualified biddersinviting them to attend. The prices will be compared on the basis of theEvaluated Bid Price pursuant to Sub-Clause 22.6 herein belowIt will be examined in detail whether the bids comply with thefinancial/contractual conditions of the Bidding Documents.

Technical Marks Distribution:

S. No. ItemMax Marks

Details

1

Technical Competence & Expertise (Bidders should submit details of Engineers & Technical Staff with Valid PEC certificates and CVs)

12 marks for Engineers (01 Civil, 01 Electrical, 01 Mechanical) with 15 years of experience.

08 marks for Engineers (1 Civil, 1 Electrical, 1 Mechanical) with 10 years of experience.

04 marks for Employees (1 Civil, 1 Electrical, 1 Mechanical) with 05 years of experience.

12

2

Overall Company Experience

15 Marks for experience above 20 Years

10 Marks for experience above 15 Years

05 Marks for experience above 10 Years

(Zero Marks will be given for less than 10 Years)

15

3Past Experience of Installation of Similar Projects/Water Filtration Plants 2 Marks for each project/plant (Completion Certificates required)

10

4Enlistment with Government Departments 5 Marks for Each Enlistment

15

5

Annual Turnover for last 3 years with Government Departments Only 15 Marks for above 200 Million each year (Certified Audit Reports)*Participation in all packages requires overall annual turnover of above 800 Million for last 3 years. Zero marks in case of non-compliance.

15

6Compliant with Required Technical specifications of Products/Design as per Employer’s Requirements10 Marks for Product Compliant Proposal

10

7 Authorization from any European/US manufacturer 15

8Method of Performing Works & Project Implementation Timeline

03

9 List of proper tools / equipment available for installation 05

Total Maximum Marks 100

22.6 Evaluated Bid Price

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Evaluated bid price will be determined as per IB 22.1 to 22.5

The evaluation shall be carried out as per following method;

a. before opening of financial proposal, the technical proposal of each bidder willbe evaluated based on following evaluation criteria:

b. marks between 0 and 100 will be given to the technical proposals and biddersobtaining minimum 60 marks will be called for opening of financial proposals.

c. The financial proposals of the bidders obtaining less than 60 marks will bereturned unopened.

d. the Financial proposal shall be opened publically in the presence of bidder’srepresentative. The Lowest Evaluated Financial Proposal (LEFP) will besuccessful bidder for allotment of work/ Substantial Responsive Bidder.

e. The technical proposal will be given marks (0 to 100) weighted as the tablebelow..

Technical Marks Distribution:

Note: All information is required to be submitted in legible English language. Any certificate/ document/data/ information other than English language shall be treated as document not attached.

f. If the bid of the successful bidder is seriously unbalanced in relation to theEmployer’s estimate of the cost of work to be performed under the Contract,the Employer may require the bidder to produce detailed price analyses forany or all items of the Schedule of Prices to demonstrate the internalconsistency of those prices with the supply methods and schedule proposed.

g. Marks under section 22.7 shall be given only when clear authorized and validsupporting document shall be provided with the bid.

h. In case the bidder is supplier and has sub-contractor/s for installation, then anaffidavit showing the sub-contractor as a valid partner should be attached.(only for this bid document) The details of projects installed by the sub-contractor must be provided. In case signed affidavit of sub-contractor notsubmitted then installation experience of bidder will not be counted.

IB.23 Process to be Confidential

23.1 Subject to Sub-Clause IB.22.1 heretofore, no bidder shall contact Employer on anymatter relating to its Bid from the time of submission of bid and announcement oftechnical marks. The technical evaluation result shall be announced at least ten (10)days prior to opening of financial proposals.

23.2 Any effort by a bidder to influence Employer in the Bid evaluation, Bid comparisonor Contract Award decisions may result in the rejection of his Bid. Whereas, anybidder feeling aggrieved may lodge a written complaint not later than five (5) daysafter the announcement of the technical evaluation result, however, mere fact oflodging a complaint shall not warrant suspension of procurement process.

F. AWARD OF CONTRACT

IB.24. Post Qualification24.1 The Employer, at any stage of the bid evaluation, having credible reasons for or

prima facie evidence of any defect in supplier’s or contractor’s capacities, mayrequire the suppliers or contractors to provide information concerning their

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professional, technical, financial, legal or managerial competence whether alreadypre-qualified or not:

Provided that such qualification shall only be laid down after recording reasonstherefore in writing. They shall form part of the records of that bid evaluation report.

24.2 The determination will take into account the bidder’s financial and technicalcapabilities. It will be based upon an examination of the documentary evidence of thebidders’ qualifications submitted under Clause IB.16, as well as such otherinformation required in the Bidding Documents.

IB.25 Award Criteria & Employer’s Right25.1 Subject to Sub-Clause IB.25.2, the Employer will award the Contract to the bidder

whose bid has been determined to be substantially responsive to the BiddingDocuments and who has offered the Substantial Responsive Bid, provided that suchbidder has been determined to be qualified to satisfactory perform the Contract.

25.2 Notwithstanding Sub-Clause IB.25.1, the Employer reserves the right to accept orreject any bid, and to annul the bidding process and reject all bids, at any time prior toaward of Contract, without thereby incurring any liability to the affected bidders orany obligation to inform the affected bidders of the grounds for the Employer’s actionexcept that the grounds for its rejection of all bids shall upon request becommunicated, to any bidder who submitted a bid, without justification of thegrounds. Notice of the rejection of all the bids shall be given promptly to all thebidders.

IB.26 Notification of Award & Signing of Contract Agreement26.1 Prior to expiration of the period of bid validity prescribed by the Employer, the

Employer will notify the successful bidder in writing (“Letter of Acceptance”) that hisbid has been accepted.

26.2 Within seven(07) days from the date of furnishing of acceptable PerformanceSecurity(5%)under the Conditions of Contract, the Employer will send the successfulbidder the Form of Contract Agreement provided in the Bidding Documents,incorporating all agreements between the parties.

26.3 The formal Agreement between the Employer and the successful bidder shall be executedwithin fifteen(15) days of the receipt of Form of Contract Agreement by the successful bidderfrom the Employer.

IB.27 Performance Security

27.1 The successful bidder shall furnish to the Employer a Performance Security (5%) in the formand the amount stipulated in the Conditions of Contract within a period of seven(07) daysafter the receipt of Letter of Acceptance.

27.2 Failure of the successful bidder to comply with the requirements of Sub-Clauses IB.26.2&26.3 or 27.1 or Clause IB.28shall constitute sufficient grounds for the annulment of theaward and forfeiture of the Bid Security.

IB.28 Integrity Pact

The Bidder shall sign and stamp the Form of Integrity Pact provided at Schedule-F to Bid inthe Bidding Document. Failure to provide such Integrity Pact shall make the bid non-responsive.

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BIDDING DATA

Instructions to Bidders Clause Reference1.1 Name of Employer

Public Health Engineering Department

Brief Description of Works

“PROVISION OF CLEAN & SAFE WATER FACILITY IN EXISTINGCOLLEGES

Package-III (Sargodha, Rawalpindi, Gujranwala & Lahore)

8.1 Employer’s address:

Office of Executive Engineer PHE Division House No.2 Abdul ShakoorColony Club Road Kasur

15.1 Bid shall be quoted entirely in Pak. Rupees. The payment shall be made in Pak. Rupees.

16.2 The bidder/manufacturer has the financial, technical and production capability necessary toperform the Contract as follows:

i) Duly licensed by the Pakistan Engineering Council (PEC) in Category C3 orabove with appropriate/relevant field (CE09, CE10, ME06, EE04, & EE06).

j) Authorized dealers /distributors of renowned US/European Water FiltrationPlants Having proven Water Filtration Plants expertise.

k) Registered with FBR and any other Federal/Provincial or Local department whichotherwise forbids conduct of tender works.

l) Never been blacklisted by any organization.

17.1 (a) A detailed description of the Works, essential technical and performancecharacteristics.

(b) Complete set of technical information, description data, literature and drawings asrequired in accordance with Schedule B to Bid, Specific Works Data. This willinclude but not be limited to a sufficient number of drawings, photographs,catalogues, illustrations and such other information as is necessary to illustrate clearlythe significant characteristics such as general construction dimensions and otherrelevant information about the works to be performed.

18.1 Amount of Bid Security

Rs. 5% of estimated amount

19.1 Period of Bid Validity

60days

19.4 Number of Copies of the Bid to be submitted

One original plus two copies.

19.6 (a) Employer's Address for the Purpose of Bid Submission

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Same as above

20.1 Deadline for Submission of Bids / Financial Proposals

20.04.2020

21.1 Venue, Time, and Date of Bid Opening

Office of Executive Engineer PHE Division House No.2 Abdul Shakoor Colony Club Road Kasur.

Time: 01.00 P.M

Date: 20.04.2020

22.2 Responsiveness of Bids

(i) The Bid is valid till required period,

(ii) The Bid prices are firm during currency of contract (if it is a fixed price bid)

(iii) Completion period offered is within specified limits,

(iv) The Bidder/Manufacturer is eligible to Bid and possesses the requisite experience,capability and qualification.

(v) The Bid does not deviate from basic technical requirements and

(vi) The Bids are generally in order, etc.

Completion Period:Thirteen (13) months after award the project. The O & M of plants will be started

after testing commissioning of plants and for three (03) years.

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FORM OF BID AND SCHEDULES TO BID

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FORM OF BID(LETTER OF OFFER)

Bid Reference No: ___________________ Dated: ___________

Name of Works: PROVISION OF CLEAN & SAFE WATER FACILITY IN EXISTINGCOLLEGES

Package-III (Sargodha, Rawalpindi, Gujranwala & Lahore)

To:Executive EngineerPublic Health Engineering Division,House No.2 Abdul Shakoor Colony Club Road Kasur.

.

Sir,1. Having examined the Bidding Documents including Instructions to Bidders, Bidding

Data, Conditions of Contract, Contract Data, Specifications, Drawings, if any, Scheduleof Prices and Addenda Nos. _________________________ for the execution of theabove-named Works, we, the undersigned, being a company doing business under thename of and address _________________________ and being duly incorporated underthe laws of Pakistan hereby offer to execute and complete such Works and remedy anydefects therein in conformity with the said Documents including Addenda thereto for theTotal Bid Price of Rs. ________________(Rupees______________________) or suchother sum as may be ascertained in accordance with the said Documents.

2. The breakup of our Contract Price is given in Schedule ‘A’ Schedule of Prices.

11. We understand that all the Schedules attached hereto form part of this Bid.4. As security for due performance of the undertakings and obligations of this Bid, we

have already submitted a Bid SecurityCall Deposit/Payment Order amounting toRs.____________________/- (Rupees ______________________infavor of ExecutiveEngineer PHE Division Kasurwith our Technical and financial Proposals.

5. We undertake, if our Bid is accepted, to commence the Works and to deliver andcomplete the Works comprised in the Contract within the time(s) stated in ContractData.

6. We agree to abide by this Bid for the period of 60 days from the date fixed forreceiving the same and it shall remain binding upon us and may be accepted atany time before the expiration of that period.

7. Unless and until a formal Agreement is prepared and executed, this Bid, together withyour written acceptance thereof, shall constitute a binding contract between us.

8. We undertake, if our Bid is accepted, to execute the Performance Security referred to inConditions of Contract for the due performance of the Contract.

9. We understand that you are not bound to accept the lowest or any bid you may receive.

10. We do hereby declare that the Bid is made without any collusion, comparison of figuresor arrangement with any other person or persons making a bid for the Works.

(20)

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Dated this________________day of ________________, 2020

Signature ________________

in the capacity of _______________________duly authorized to sign bid for and on behalf of_________________________________

(Name of Bidder in Block Capitals)

(Seal)

Address _____________________________________________________________________

_____________________________________________________________________

_____________________________________________________________________

Witness:

(Signature)______________________________

Name:_______________________________________________________________

Address: _____________________________________________________________

_____________________________________________________________________

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SCHEDULES TO BID INCLUDE THE FOLLOWING:

Schedule A to Bid: Schedule of Prices

Schedule B to Bid: Specific Works Data

Schedule C to Bid: Works to be Performed by Subcontractors

Schedule D to Bid: Proposed Program of Works

Schedule E to Bid: Method of Performing Works

Schedule F to Bid: Integrity Pact

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BID SCHEDULEName of Scheme PROVISION OF CLEAN & SAFE WATER FACILITY IN EXISTING COLLEGES

Package-III (Lahore, Gujranwala, Rawalpindi & Sargodha)

Estimated Cost Rs. 122.800 Million.

Earnest Money Rs. 5% Estimated Cost

Time Limit 13 - Months

Sr.No.

Chap:No.

ItemNo.

DESCRIPTION OF ITEMS

Provision as per estimate

Qty Unit RateRate to be

quoted by theContractor

STANDERDIZED ITEMS (MRS 1st Jan: to 30th June 2020) COLLECTION CHAMBER (District Lahore) (1 No.) 1 1 3 42 Earthwork excavation in open cutting for sewers and manholes as

shown in drawings including shuttering and timbering, dressing tocorrect section and dimensions according to templates and levels,and removing surface water, in all types of soil except shingle,gravel and rock:- i) 0 ft. to 7.0 ft. (0 to 2.10 m) depth 85.28 1000 Cft 6320.80

2 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 8.00 100 Cft 22555.35

3 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 30.38 100 Cft 21168.00

4 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 27.00 100 Sft 2223.40 5 6 6 a ii Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened gradedand washed aggregate, in required shape and design, includingforms, moulds, shuttering, lifting, compacting, curing, rendering andfinishing exposed surface, complete (but excluding the cost of steelreinforcement, its fabrication and placing in position, etc.):- (a)(ii)Reinforced cement concrete in slab of rafts / strip foundation, baseslab of column and retaining walls; etc and other structuralmembers other than those mentioned in 5(a) (i) above not requiringform work (i.e. horizental shuttering) complete in all respects:- (3)Type C (nominal mix 1: 2: 4) 2.97 1 Cft 274.35

6 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 9.10 100 Kg 14626.85

7 19 39 Supply and fitting of cast iron manhole cover with frame, etc.complete. i) 30 cm (12") dia 1.00 1 No. 207.90

DRAIN PIPE UP TO INJECTION WELL OR EXISTING DRAINAGE SYSTEM (1 No.)

1

8 3 44 Excavation of trenches in all kinds of soil, except cutting rock, forwater supply pipelines up to 5 ft. (1.5 m) depth from ground level,including trimming, dressing sides, leveling the beds of trenches tocorrect grade and cutting pits for joints, etc. complete in allrespects. 420.00 1000 Cft 5472.70

9 3 13 Rehandling of earthwork up to a lead 50 Ft (15m) 336.00 1000 Cft 1818.95 10 3 24 Compaction of Earthwork (soft, ordinary or hard soil): a) Mixing,

moisturizing up to optimum moisture content in layers forcompaction etc. complete 168.00 1000 Cft 884.55

11 3 24 b) Compaction by rolling by animal driven roller, hand rammed ii) Ordinary soil 168.00 1000 Cft 1273.25

12 23 15 Providing and installing P.V.C. blind pipe, B.S.S. Class `B', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. D) 6" i/d dia pipe 70.00 27 Rft 422.80

1000 LITRE CAPACITY TUBEWELL (2 No.) 2 13 23 1d Boring for tube well in all types of soil except shingle and rock, from

ground level to 100 ft. (30 m) depth, including sinking andwithdrawing of casing pipe, complete 6" (150 mm) i/d 200.00 1 Rft 292.10

14 23 2a Boring for tube well in all types of soil except shingle, gravel & rock,from a depth of 100.1 ft. to 200 ft. (30 to 60 m) below ground level,including sinking and withdrawing of casing pipe, complete:-a)5" (125 mm) i/d 40.00 1 Rft 323.65

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15 23 7 Providing strong substantially built box of deodar wood 4' x 2.5' x9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpur forfuture reference due to space constraint in pre- fabricated plantroom. 2.00 1 No. 13884.60

16 23 12 Providing and installing, P.V.C. strainer B.S.S. Class 'D', intube well bore hole, including sockets and solvents, etc. complete:-b) 4" i/d (100 mm) 20.00 1 Rft 299.45

17 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. b) 4" i/d dia pipe 16.00 1 Rft 365.80

18 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. d) 6" i/d dia pipe 208.00 1 Rft 758.35

19 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:- i) B.S.S. Class 'D' b) 4" i/d (100 mm) 2.00 1 No. 121.35

20 23 17i Testing and developing of tube well of size 6" (150 mm) i/d andabove continuously. i) up to 1.5 cs. Discharge 144.00 1 Hour 1324.55

21 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 24.74 100 Cft 22151.40

NON-STANDERDIZED ITEMS ELECTRIFICATION (2 No.) 2.00 1 Electrical Works for Plant Wiring and Internal Lights. 2 1 Job 5000.00 2

Bore type, earthing up to permanent water level/moist soil byarrangement of earth pit/point comprising of concrete/brickworkhousing with lifting cover 50mm perforated GI pipe, appropriatebare copper stranded conductor as per details in drawing. Theearthing and bonding shall be complete with fixing clamps etc. & allmetal works shall be bonded to the proposed earthing network(assumed water level @30 meter depth) Drilling of earth bore 3" dia30 ft. deep but up to permanent water table. Supply and installationof G.I pipe 2" dia 14 SWG to be installed in pre-made boreincluding all accessories like tees, bends, sockets etc. Pipe shall beconnected to tinned copper spike as per detail shown on drawing,complete in all respects.Supply and installation of tinned copper spike to be manufacturedas per detail shown on drawing. Spike shall be connected/screwedat bottom of G.I pipe including all accessories like nuts and boltscomplete in all respect.Supply and installation of 70 mm2 bare stranded electrolytic copperconductor lead in prelaid G.I pipe and connected to tinned copperspike as shown on drawing. 2 Nos. of leads to be installed includingall accessories like brass nuts, bolts, washers etc. complete in allrespect.Supply and installation of tinned earth test link in earthing pitconsisting of copper plate (12"x2'°x1/2") with fixing arrangement onthe wall of man holeincluding brass nuts, bolts washers lugs etc. complete in allrespect. 2 1 Job 125000.00

3

Construction of earthing pit (manhole) of internal size 18"x18"x24"deep with 9" thick brick wall with cement mortar, internal plaster1:4, RCC 4" thick cover with lifting hooks including all accessoriescomplete in all respect.Design, supply, construction, testing and commissioning ofcompletion of the lightning protection system as per specificationclause 4.7.3.5 2 1 Job 19650.00

1000 LITRE CAPACITY TUBEWELL (2 No.) 2 4 Taking soil samples after every 10 feet depth or from each

strata change, testing submission of complete results of strataanalysis. 2.00 1 Job 20360.00

5 Providing and installation of PVC 6" * 4" size reducer complete i/cits jointing with housing and blind pipe. 2.00 1 Job 682.00

6 Providing and fixing of PVC cap to cover the pump housing. 2.00 1 Job 341.00 7 Providing and fixing on the pump housing pipe 6" dia at the location

in pump foundation, as shown in the drawing MS SuspensionClamp of 5th length made of 8" wide and 1/2" thick MS flatcomplete with 4 no. 5/8" dia nuts and bolts complete in all respects. 2.00 1 Job 10912.00

8 Chemical and bacteriological testing of water samples 3 No. 6.00 1 Job 6820.00

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Ultra Filtration (UF) Plants Capacity 250 liter/ hour 9 Design, supply, install, testing and commissioning Ultra Filtration

(UF) Plants using ultrafiltration membrane for turbidity andbiological removal to deliver water that meets the NEQS/WHOwater quality standards including following equipment andaccessories complete in all respect. : 2.00 1 Set 1099800.00

a Automatic PLC System. b Pre Filtration (Sand Filtration) c Chemical Removal Filter as per site requirement d Activated carbon filter e Feed pump, coupled with motor of requisite rating. f Pressure pumps, coupled with motor of requisite rating (if

required). g Control panel, for complete system including connections. h All Pipe work, including feed water pipe line, valves etc. i Pressure gauges and flow meters. j Feed water storage tank of 500 liter capacity. k Product water storage tank of 1000 litre capacity

10 Provide additional filter (Arsenic, Nitrate & Fluoride) for thecontaminants encountered as need basis to meet theNEQS/WHO Water Quality Standards 2.00 1 No. 145000.00

11 Supply, Installation, Testing and commissioning of Electric WaterCooler - Atleast 225 Liter 2.00 1 No. 37500.00

12 Installation 1000 LPH Submersible Pump Supplying & Installing Submersible pump having 1000 LPH with

suitable submersible motor i/c suitable dia raiser pipe etc. as persite requirement complete in all respect. The rate also includessubmersible electric cable, clamps, bends, foundation nuts andbolts, MCU,indicating light etc. 2.0 1 Set 109000.00

13 Operation & Maintenance 1st Year 1.0 1 Year 893365.00 2nd Year 1.0 1 Year 982702.00 3rd Year 1.0 1 Year 1080972.00 PLANT ROOM & DISPENSER AREA (District Kasur) (7 No.) 7 1 3 21b Excavation in foundation of buildings, bridges and other structures

including dabbling, dressing, refilling around structure withexcavated earth, watering and ramming lead up to one chain(30 m) and li ft. up to 5 ft. b) in ordinary soil 1194.20 1000 Cft 7492.30

2 10 3 Providing, laying, watering and ramming brick ballast 1-1/2 to 2"(40 mm to 50 mm) gauge mixed with 25 % sand, for floorfoundation, complete in all respects 307.86 100 Cft 4765.25

3 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:4:8 138.74 100 Cft 17653.60

4 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 931.91 100 Cft 18557.70

5 6 6 a ii Providing and laying reinforced cement concrete (includingprestressed concrete), using coarse sand and screened gradedand washed aggregate, in required shape and design, includingforms, moulds, shuttering, lifting, compacting, curing, rendering andfinishing exposed surface, complete (but excluding the cost of steelreinforcement, its fabrication and placing in position, etc.):- (a)(ii)Reinforced cement concrete in slab of rafts / strip foundation, baseslab of column and retaining walls; etc and other structuralmembers other than those mentioned in 5(a) (i) above not requiringform work (i.e. horizental shuttering) complete in all respects:- (3)Type C (nominal mix 1: 2: 4) 350.00 1 Cft 271.55

6 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 1071.00 100 Kg 14602.65

7 3 15 Filling, watering and ramming earth under floors: i) with surplusearth from foundation etc. 350.00 1000 Cft 3583.55

8 3 15 Filling, watering and ramming earth under floors:-ii)with new earthexcavated from outside, lead up to one chain (30 m). 350.00 1000 Cft 7193.30

9 3 24 Compaction of earthwork (soft, ordinary or hard soil) :-b)Compaction by rolling with animal driven roller/hand rammed:ii) ordinary soil 350.00 1000 Cft 1243.70

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10 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 367.50 100 Sft 2168.35 11 10 25 Laying floor of approved colored glazed tiles X "(6 mm) thick, laid

in white cement and pigment on a bed of W (20 mm) thick cementmortar 1:2. 1067.50 100 Sft 16932.85

12 25 30 Making and fixing steel grated doors, complete with lockingarrangement, angle iron frame 2"x2"x3/8" (50x50x10 mm) and ¾"(20 mm) square bars 4" (100 mm) centre to centre. 154.00 1 Sft 1000.35

PLUMBING WORKS (7 No.) 13 19 26 Providing and fixing chromium plated bib cock. ii) 1.5 cm (1/2") 21.00 1 No. 339.30 14 19 27 Providing and fixing chromium plated tee stop cock 1.5 cm (1/2") 21.00 1 No. 459.30 COLLECTION CHAMBER (4 No.) 4

15 3 42 Earthwork excavation in open cutting for sewers and manholes asshown in drawings including shuttering and timbering, dressing tocorrect section and dimensions according to templates and levels,and removing surface water, in all types of soil except shingle,gravel and rock:- i) 0 ft. to 7.0 ft. (0 to 2.10 m) depth 341.12 1000 Cft 6171.20

16 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 32.00 100 Cft 22309.60

17 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 121.52 100 Cft 18557.70

18 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 108.00 100 Sft 2168.35 19 6 6 a ii Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened gradedand washed aggregate, in required shape and design, includingforms, moulds, shuttering, lifting, compacting, curing, rendering andfinishing exposed surface, complete (but excluding the cost of steelreinforcement, its fabrication and placing in position, etc.):- (a)(ii)Reinforced cement concrete in slab of rafts / strip foundation, baseslab of column and retaining walls; etc and other structuralmembers other than those mentioned in 5(a) (i) above not requiringform work (i.e. horizental shuttering) complete in all respects:- (3)Type C (nominal mix 1: 2: 4) 11.88 1 Cft 271.55

20 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 36.40 100 Kg 14602.65

21 19 39 Supply and fitting of cast iron manhole cover with frame, etc.complete. i) 30 cm (12") dia 4.00 1 No. 205.95

MISCELLANEOUS ITEMS (7 No.) 7 22 10 43 Providing and laying Tuff pavers, having 7000PSI, crushing

strength of approved manufacturer, over 2"to3" sand cushion i/cgrouting with sand in joints i/c finishing to require slope . completein all respect. (50% Grey / 50% Colored) ii) 60 mm thick 1137.50 1 Sft 103.75

DRAIN PIPE UP TO INJECTION WELL OR EXISTING DRAINAGE SYSTEM (4 No.)

4

23 3 44 Excavation of trenches in all kinds of soil, except cutting rock, forwater supply pipelines up to 5 ft. (1.5 m) depth from ground level,including trimming, dressing sides, leveling the beds of trenches tocorrect grade and cutting pits for joints, etc. complete in allrespects. 1680.00 1000 Cft 5340.20

24 3 13 Rehandling of earthwork up to a lead 50 Ft (15m) 1344.00 1000 Cft 1776.70 25 3 24 Compaction of Earthwork (soft, ordinary or hard soil): a) Mixing,

moisturizing up to optimum moisture content in layers forcompaction etc. complete 672.00 1000 Cft 852.55

26 3 24 b) Compaction by rolling by animal driven roller, hand rammed ii) Ordinary soil 672.00 1000 Cft 1243.70

27 23 15 Providing and installing P.V.C. blind pipe, B.S.S. Class `B', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. D) 6" i/d dia pipe 280.00 27 Rft 421.15

INJECTION WELL (3 No.) 3 28 23 5 Direct Rotary/Reverse Rotary drilling of bore for tubewells in all

types of soil except shingle, gravel and rock a) From ground levelto 250 ft. (75m) below ground level:- i) 12" to 15" (300 to 375 mm) i/d 750.00 1 Rft 570.05

29 23 5 Direct Rotary/Reverse Rotary drilling of bore for tube wells in alltypes of soil except shingle, gravel and rock:-:- b) exceeding 250 ft.('75 m) depth below ground level:-i) 12" to 15" (300 to 375 mm) i/d 420.00 1 Rft 570.05

30 23 7 Providing strong substantially built box of deodar wood 4' x 2.5' x 3.00 1 No. 13858.00

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9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpur forfuture reference due to space constraint in pre- fabricated plantroom.

31 23 11 Providing and installing, P.V.C. strainer B.S.S. Class 'B', intube well bore hole, including sockets and solvents, etc. complete:-d) 6" i/d (150 mm) 195.00 1 Rft 324.95

32 23 15 Providing and installing P.V.C. blind pipe, B.S.S. Class `B', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. D) 6" i/d dia pipe 975.00 1 Rft 421.15

33 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:- i) B.S.S. Class 'B' d) 6" i/d (150 mm) 3.00 1 No. 184.25

34 23 18 Shrouding with graded pea gravel 3/8" to 1/8"(10 to 3mm) aroundtube well in borehole. 1350.00 1 Cft 118.75

35 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 37.11 100 Cft 22309.60

1000 LITRE CAPACITY TUBEWELL (9 No.) 9 36 23 1d Boring for tube well in all types of soil except shingle and rock, from

ground level to 100 ft. (30 m) depth, including sinking andwithdrawing of casing pipe, complete 6" (150 mm) i/d 900.00 1 Rft 283.20

37 23 2a Boring for tube well in all types of soil except shingle, gravel & rock,from a depth of 100.1 ft. to 200 ft. (30 to 60 m) below ground level,including sinking and withdrawing of casing pipe, complete:-a)5" (125 mm) i/d 180.00 1 Rft 313.75

38 23 7 Providing strong substantially built box of deodar wood 4' x 2.5' x9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpur forfuture reference due to space constraint in pre- fabricated plantroom. 9.00 1 No. 13858.00

39 23 12 Providing and installing, P.V.C. strainer B.S.S. Class 'D', intube well bore hole, including sockets and solvents, etc. complete:-b) 4" i/d (100 mm) 90.00 1 Rft 298.50

40 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. b) 4" i/d dia pipe 72.00 1 Rft 364.50

41 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. d) 6" i/d dia pipe 936.00 1 Rft 756.75

42 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:- i) B.S.S. Class 'D' b) 4" i/d (100 mm) 9.00 1 No. 120.85

43 23 17i Testing and developing of tube well of size 6" (150 mm) i/d andabove continuously. i) up to 1.5 cs. Discharge 648.00 1 Hour 1324.55

44 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 111.33 100 Cft 22309.60

NON-STANDERDIZED ITEMS PLANT ROOM & DISPENSER AREA (District Kasur) (7 No.) 7 1 Providing & Installation MS Grill as per drawing 406 1 Sft 320.00 2 Supply and Fixing of Fiber Glass shed/shelter for Plant room as per

drawing and direction of Engineer In charge. 1498 1 Sft 467.00 PLUMBING WORKS (7 No.) 3

Supply , Install, test and maintain domestic cold/Hot waterpolypropylene (PPRC) with minimum working pressure 15 bars at20⁰C Tigris, Green or approved equal pressure pipe for cold watersupply as per DIN 8077-8088 for pipes and DIN 16962 for fittingpolyfusion welded joints) inside building including specials (sockets,tees, elbow, bends, crosses, reducers, plug and union etc.)supported on walls including pipe hangers, supports, cutting andmaking good the holes, complete in all respects as shown ondrawings and in accordance with the specifications. Ø 63 mm 70 1 Rft 500.00

ELECTRIFICATION (9 No.) 9.00 4 Electrical Works for Plant Wiring and Internal Lights. 9 1 Job 5000.00 5 Bore type, earthing up to permanent water level/moist soil by

arrangement of earth pit/point comprising of concrete/brickworkhousing with lifting cover 50mm perforated GI pipe, appropriatebare copper stranded conductor as per details in drawing. Theearthing and bonding shall be complete with fixing clamps etc. & allmetal works shall be bonded to the proposed earthing network

9 1 Job 125000.00

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(assumed water level @30 meter depth) Drilling of earth bore 3" dia30 ft. deep but up to permanent water table. Supply and installationof G.I pipe 2" dia 14 SWG to be installed in pre-made boreincluding all accessories like tees, bends, sockets etc. Pipe shall beconnected to tinned copper spike as per detail shown on drawing,complete in all respects.Supply and installation of tinned copper spike to be manufacturedas per detail shown on drawing. Spike shall be connected/screwedat bottom of G.I pipe including all accessories like nuts and boltscomplete in all respect.Supply and installation of 70 mm2 bare stranded electrolytic copperconductor lead in prelaid G.I pipe and connected to tinned copperspike as shown on drawing. 2 Nos. of leads to be installed includingall accessories like brass nuts, bolts, washers etc. complete in allrespect.Supply and installation of tinned earth test link in earthing pitconsisting of copper plate (12"x2'°x1/2") with fixing arrangement onthe wall of man holeincluding brass nuts, bolts washers lugs etc. complete in allrespect.

6

Construction of earthing pit (manhole) of internal size 18"x18"x24"deep with 9" thick brick wall with cement mortar, internal plaster1:4, RCC 4" thick cover with lifting hooks including all accessoriescomplete in all respect.Design, supply, construction, testing andcommissioning of completion of the lightning protection system asper specification clause 4.7.3.5 9 1 Job 19650.00

INJECTION WELL (3 No.) 3 7

Taking soil samples after every 10 feet depth or from each

strata change, testing submission of complete results of strataanalysis. 3 1 Job 22320.00

8 Providing and fixing of PVC cap to cover the pump housing. 3 1 Job 375.00 1000 LITRE CAPACITY TUBEWELL (9 No.) 9 9 Taking soil samples after every 10 feet depth or from each

strata change, testing submission of complete results of strataanalysis. 9.00 1 Job 20360.00

10 Providing and installation of PVC 6" * 4" size reducer complete i/cits jointing with housing and blind pipe. 9.00 1 Job 682.00

11 Providing and fixing of PVC cap to cover the pump housing. 9.00 1 Job 341.00 12 Providing and fixing on the pump housing pipe 6" dia at the location

in pump foundation, as shown in the drawing MS SuspensionClamp of 5th length made of 8" wide and 1/2" thick MS flatcomplete with 4 no. 5/8" dia nuts and bolts complete in all respects. 9.00 1 Job 10912.00

13 Chemical and bacteriological testing of water samples 3 No. 27.00 1 Job 6820.00 Reverse Osmosis (RO) Plant Capacity 250 liter/ hour

14 Design, supply, install, testing and commissioning ReverseOsmosis (RO) Plants to deliver water that meets theNEQS/WHO water quality standards including the following: 5.00 1 Set 1456650.00

a RO Controller b Automatic PLC System. c Feed pump, coupled with motor of requisite rating. d Pre Filtration e Activated Carbon Filter f Pre treatment chemical injection arrangement g Pressure pumps, coupled with motor of requisite rating. h Control panel, for complete system including connections i All Pipe work, including feed water pipe line, valves etc. j Pressure gauges and flow meters. k Feed water storage tank of 500 liter capacity l Product water storage tank of 1000 liter capacity

15 Provide additional filter (Arsenic, Nitrate & Fluoride) for thecontaminants encountered as need basis to meet theNEQS/WHO Water Quality Standards 2.00 1 No. 145000.00

16 Supply, Installation, Testing and commissioning of Electric WaterCooler - Atleast 225 Liter 2.00 1 No. 37500.00

Reverse Osmosis (RO) Plant Capacity 500 liter/ hour 17 Design, supply, install, testing and commissioning Reverse

Osmosis (RO) Plants to deliver water that meets theNEQS/WHO water quality standards including the following: 2.00 1 Set 1573650.00

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a RO Controller b Automatic PLC System. c Feed pump, coupled with motor of requisite rating. d Pre Filtration e Activated Carbon Filter f Pre treatment chemical injection arrangement g Pressure pumps, coupled with motor of requisite rating. h Control panel, for complete system including connections i All Pipe work, including feed water pipe line, valves etc. j Pressure gauges and flow meters. k Feed water storage tank of 500 liter capacity l Product water storage tank of 1000 liter capacity

18 Provide additional filter (Arsenic, Nitrate & Fluoride) for thecontaminants encountered as need basis to meet theNEQS/WHO Water Quality Standards 1.00 1 No. 145000.00

19 Supply, Installation, Testing and commissioning of Electric WaterCooler - Atleast 400 Liter 1.00 1 No. 46500.00

Ultra Filtration (UF) Plants Capacity 250 liter/ hour 20 Design, supply, install, testing and commissioning Ultra Filtration

(UF) Plants using ultrafiltration membrane for turbidity andbiological removal to deliver water that meets the NEQS/WHOwater quality standards including following equipment andaccessories complete in all respect. : 1.00 1 Set 1099800.00

a Automatic PLC System. b Pre Filtration (Sand Filtration) c Chemical Removal Filter as per site requirement d Activated carbon filter e Feed pump, coupled with motor of requisite rating. f Pressure pumps, coupled with motor of requisite rating (if

required). g Control panel, for complete system including connections. h All Pipe work, including feed water pipe line, valves etc. i Pressure gauges and flow meters. j Feed water storage tank of 500 liter capacity. k Product water storage tank of 1000 litre capacity Ultra Filtration (UF) Plants Capacity 1000 liter/ hour

21 Design, supply, install, testing and commissioning Ultra Filtration(UF) Plants using ultrafiltration membrane for turbidity andbiological removal to deliver water that meets the NEQS/WHOwater quality standards including following equipment andaccessories complete in all respect. : 1.00 1 Set 1333800.00

a Automatic PLC System. b Pre Filtration (Sand Filtration) c Chemical Removal Filter as per site requirement d Activated carbon filter e Feed pump, coupled with motor of requisite rating. f Pressure pumps, coupled with motor of requisite rating (if

required). g Control panel, for complete system including connections. h All Pipe work, including feed water pipe line, valves etc. i Pressure gauges and flow meters. j Feed water storage tank of 2000 liter capacity. k Product water storage tanks, 2 no each of 2000 liter capacity.

22 Installation 1000 LPH Submersible Pump Supplying & Installing Submersible pump having 1000 LPH with

suitable submersible motor i/c suitable dia raiser pipe etc. as persite requirement complete in all respect. The rate also includessubmersible electric cable, clamps, bends, foundation nuts andbolts, MCU,indicating light etc. 9.0 1 Set 109000.00

23 Operation & Maintenance 1st Year 1.0 1 Year 2317442.00 2nd Year 1.0 1 Year 2549187.00 3rd Year 1.0 1 Year 2804105.00 PLANT ROOM & DISPENSER AREA (District Sheikhupura) (1

No.)1

1 3 21b Excavation in foundation of buildings, bridges and other structuresincluding dabbling, dressing, refilling around structure withexcavated earth, watering and ramming lead up to one chain

170.60 1000 Cft 7492.30

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(30 m) and li ft. up to 5 ft. b) in ordinary soil2 10 3 Providing, laying, watering and ramming brick ballast 1-1/2 to 2"

(40 mm to 50 mm) gauge mixed with 25 % sand, for floorfoundation, complete in all respects 43.98 100 Cft 4945.25

3 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:4:8 19.82 100 Cft 17653.60

4 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 133.13 100 Cft 18557.70

5 6 6 a ii Providing and laying reinforced cement concrete (includingprestressed concrete), using coarse sand and screened gradedand washed aggregate, in required shape and design, includingforms, moulds, shuttering, lifting, compacting, curing, rendering andfinishing exposed surface, complete (but excluding the cost of steelreinforcement, its fabrication and placing in position, etc.):- (a)(ii)Reinforced cement concrete in slab of rafts / strip foundation, baseslab of column and retaining walls; etc and other structuralmembers other than those mentioned in 5(a) (i) above not requiringform work (i.e. horizental shuttering) complete in all respects:- (3)Type C (nominal mix 1: 2: 4) 50.00 1 Cft 271.55

6 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 153.00 100 Kg 14602.65

7 3 15 Filling, watering and ramming earth under floors: i) with surplusearth from foundation etc. 50.00 1000 Cft 3583.55

8 3 15 Filling, watering and ramming earth under floors:-ii)with new earthexcavated from outside, lead up to one chain (30 m). 50.00 1000 Cft 7193.30

9 3 24 Compaction of earthwork (soft, ordinary or hard soil) :-b)Compaction by rolling with animal driven roller/hand rammed:ii) ordinary soil 50.00 1000 Cft 1243.70

10 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 52.50 100 Sft 2168.35 11 10 25 Laying floor of approved colored glazed tiles X "(6 mm) thick, laid

in white cement and pigment on a bed of W (20 mm) thick cementmortar 1:2. 152.50 100 Sft 16932.85

12 25 30 Making and fixing steel grated doors, complete with lockingarrangement, angle iron frame 2"x2"x3/8" (50x50x10 mm) and ¾"(20 mm) square bars 4" (100 mm) centre to centre. 22.00 1 Sft 1000.35

PLUMBING WORKS (1 No.) 13 19 26 Providing and fixing chromium plated bib cock. ii) 1.5 cm (1/2") 3.00 1 No. 339.30 14 19 27 Providing and fixing chromium plated tee stop cock 1.5 cm (1/2") 3.00 1 No. 459.30 COLLECTION CHAMBER (1 No.) 1

15 3 42 Earthwork excavation in open cutting for sewers and manholes asshown in drawings including shuttering and timbering, dressing tocorrect section and dimensions according to templates and levels,and removing surface water, in all types of soil except shingle,gravel and rock:- i) 0 ft. to 7.0 ft. (0 to 2.10 m) depth 85.28 1000 Cft 6171.20

16 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 8.00 100 Cft 22309.60

17 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 30.38 100 Cft 18557.70

18 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 27.00 100 Sft 2168.35 19 6 6 a ii Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened gradedand washed aggregate, in required shape and design, includingforms, moulds, shuttering, lifting, compacting, curing, rendering andfinishing exposed surface, complete (but excluding the cost of steelreinforcement, its fabrication and placing in position, etc.):- (a)(ii)Reinforced cement concrete in slab of rafts / strip foundation, baseslab of column and retaining walls; etc and other structuralmembers other than those mentioned in 5(a) (i) above not requiringform work (i.e. horizental shuttering) complete in all respects:- (3)Type C (nominal mix 1: 2: 4) 2.97 1 Cft 271.55

20 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 9.10 100 Kg 14602.65

21 19 39 Supply and fitting of cast iron manhole cover with frame, etc. 1.00 1 No. 205.95

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complete. i) 30 cm (12") dia MISCELLANEOUS ITEMS (1 No.) 1

22 10 43 Providing and laying Tuff pavers, having 7000PSI, crushingstrength of approved manufacturer, over 2"to3" sand cushion i/cgrouting with sand in joints i/c finishing to require slope . completein all respect. (50% Grey / 50% Colored) ii) 60 mm thick 162.50 1 Sft 103.75

DRAIN PIPE UP TO INJECTION WELL OR EXISTING DRAINAGE SYSTEM (1 No.)

1

23 3 44 Excavation of trenches in all kinds of soil, except cutting rock, forwater supply pipelines up to 5 ft. (1.5 m) depth from ground level,including trimming, dressing sides, leveling the beds of trenches tocorrect grade and cutting pits for joints, etc. complete in allrespects. 420.00 1000 Cft 5340.20

24 3 13 Rehandling of earthwork up to a lead 50 Ft (15m) 336.00 1000 Cft 1776.70 25 3 24 Compaction of Earthwork (soft, ordinary or hard soil): a) Mixing,

moisturizing up to optimum moisture content in layers forcompaction etc. complete 168.00 1000 Cft 852.55

26 3 24 b) Compaction by rolling by animal driven roller, hand rammed ii) Ordinary soil 168.00 1000 Cft 1243.70

27 23 15 Providing and installing P.V.C. blind pipe, B.S.S. Class `B', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. D) 6" i/d dia pipe 70.00 27 Rft 421.15

1000 LITRE CAPACITY TUBEWELL (1 No.) 1 28 23 1d Boring for tube well in all types of soil except shingle and rock, from

ground level to 100 ft. (30 m) depth, including sinking andwithdrawing of casing pipe, complete 6" (150 mm) i/d 100.00 1 Rft 283.20

29 23 2a Boring for tube well in all types of soil except shingle, gravel & rock,from a depth of 100.1 ft. to 200 ft. (30 to 60 m) below ground level,including sinking and withdrawing of casing pipe, complete:-a)5" (125 mm) i/d 20.00 1 Rft 313.75

30 23 7 Providing strong substantially built box of deodar wood 4' x 2.5' x9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpur forfuture reference due to space constraint in pre- fabricated plantroom. 1.00 1 No. 13858.00

31 23 12 Providing and installing, P.V.C. strainer B.S.S. Class 'D', intube well bore hole, including sockets and solvents, etc. complete:-b) 4" i/d (100 mm) 10.00 1 Rft 298.50

32 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. b) 4" i/d dia pipe 8.00 1 Rft 364.50

33 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. d) 6" i/d dia pipe 104.00 1 Rft 756.75

34 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:- i) B.S.S. Class 'D' b) 4" i/d (100 mm) 1.00 1 No. 120.85

35 23 17i Testing and developing of tube well of size 6" (150 mm) i/d andabove continuously. i) up to 1.5 cs. Discharge 72.00 1 Hour 1324.55

36 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 12.37 100 Cft 22309.60

NON-STANDERDIZED ITEMS PLANT ROOM & DISPENSER AREA (District Sheikhupura) (1

No.)1

1 Providing & Installation MS Grill as per drawing 58 1 Sft 320.00 2 Supply and Fixing of Fiber Glass shed/shelter for Plant room as per

drawing and direction of Engineer In charge. 214 1 Sft 467.00 PLUMBING WORKS (1 No.) 3

Supply , Install, test and maintain domestic cold/Hot waterpolypropylene (PPRC) with minimum working pressure 15 bars at20⁰C Tigris, Green or approved equal pressure pipe for cold watersupply as per DIN 8077-8088 for pipes and DIN 16962 for fittingpolyfusion welded joints) inside building including specials (sockets,tees, elbow, bends, crosses, reducers, plug and union etc.)supported on walls including pipe hangers, supports, cutting andmaking good the holes, complete in all respects as shown ondrawings and in accordance with the specifications. Ø 63 mm 10 1 Rft 500.00

ELECTRIFICATION (1 No.) 1.00 4 Electrical Works for Plant Wiring and Internal Lights. 1 1 Job 5000.00

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5

Bore type, earthing up to permanent water level/moist soil byarrangement of earth pit/point comprising of concrete/brickworkhousing with lifting cover 50mm perforated GI pipe, appropriatebare copper stranded conductor as per details in drawing. Theearthing and bonding shall be complete with fixing clamps etc. & allmetal works shall be bonded to the proposed earthing network(assumed water level @30 meter depth) Drilling of earth bore 3" dia30 ft. deep but up to permanent water table. Supply and installationof G.I pipe 2" dia 14 SWG to be installed in pre-made boreincluding all accessories like tees, bends, sockets etc. Pipe shall beconnected to tinned copper spike as per detail shown on drawing,complete in all respects.Supply and installation of tinned copper spike to be manufacturedas per detail shown on drawing. Spike shall be connected/screwedat bottom of G.I pipe including all accessories like nuts and boltscomplete in all respect.Supply and installation of 70 mm2 bare stranded electrolytic copperconductor lead in prelaid G.I pipe and connected to tinned copperspike as shown on drawing. 2 Nos. of leads to be installed includingall accessories like brass nuts, bolts, washers etc. complete in allrespect.Supply and installation of tinned earth test link in earthing pitconsisting of copper plate (12"x2'°x1/2") with fixing arrangement onthe wall of man holeincluding brass nuts, bolts washers lugs etc. complete in allrespect. 1 1 Job 125000.00

6

Construction of earthing pit (manhole) of internal size 18"x18"x24"deep with 9" thick brick wall with cement mortar, internal plaster1:4, RCC 4" thick cover with lifting hooks including all accessoriescomplete in all respect.Design, supply, construction, testing andcommissioning of completion of the lightning protection system asper specification clause 4.7.3.5 1 1 Job 19650.00

1000 LITRE CAPACITY TUBEWELL (1 No.) 1 7 Taking soil samples after every 10 feet depth or from each

strata change, testing submission of complete results of strataanalysis. 1.00 1 Job 20360.00

8 Providing and installation of PVC 6" * 4" size reducer complete i/cits jointing with housing and blind pipe. 1.00 1 Job 682.00

9 Providing and fixing of PVC cap to cover the pump housing. 1.00 1 Job 341.00 10 Providing and fixing on the pump housing pipe 6" dia at the location

in pump foundation, as shown in the drawing MS SuspensionClamp of 5th length made of 8" wide and 1/2" thick MS flatcomplete with 4 no. 5/8" dia nuts and bolts complete in all respects. 1.00 1 Job 10912.00

11 Chemical and bacteriological testing of water samples 3 No. 3.00 1 Job 6820.00 Ultra Filtration (UF) Plants Capacity 250 liter/ hour

12 Design, supply, install, testing and commissioning Ultra Filtration(UF) Plants using ultrafiltration membrane for turbidity andbiological removal to deliver water that meets the NEQS/WHOwater quality standards including following equipment andaccessories complete in all respect. : 1.00 1 Set 1099800.00

a Automatic PLC System. b Pre Filtration (Sand Filtration) c Chemical Removal Filter as per site requirement d Activated carbon filter e Feed pump, coupled with motor of requisite rating. f Pressure pumps, coupled with motor of requisite rating (if

required). g Control panel, for complete system including connections. h All Pipe work, including feed water pipe line, valves etc. i Pressure gauges and flow meters. j Feed water storage tank of 500 liter capacity. k Product water storage tank of 1000 litre capacity

13 Installation 1000 LPH Submersible Pump Supplying & Installing Submersible pump having 1000 LPH with

suitable submersible motor i/c suitable dia raiser pipe etc. as persite requirement complete in all respect. The rate also includessubmersible electric cable, clamps, bends, foundation nuts andbolts, MCU,indicating light etc. 1.0 1 Set 109000.00

14 Operation & Maintenance

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1st Year 1.0 1 Year 446683.00 2nd Year 1.0 1 Year 491351.00 3rd Year 1.0 1 Year 540486.00

PLANT ROOM & DISPENSER AREA (District Gujranwala) (1No.)

1

1 3 21b Excavation in foundation of buildings, bridges and other structuresincluding dabbling, dressing, refilling around structure withexcavated earth, watering and ramming lead up to one chain(30 m) and li ft. up to 5 ft. b) in ordinary soil 170.60 1000 Cft 7687.15

2 10 3 Providing, laying, watering and ramming brick ballast 1-1/2 to 2"(40 mm to 50 mm) gauge mixed with 25 % sand, for floorfoundation, complete in all respects 43.98 100 Cft 4849.30

3 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:4:8 19.82 100 Cft 17875.25

4 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 133.13 100 Cft 19694.60

5 6 6 a ii Providing and laying reinforced cement concrete (includingprestressed concrete), using coarse sand and screened gradedand washed aggregate, in required shape and design, includingforms, moulds, shuttering, lifting, compacting, curing, rendering andfinishing exposed surface, complete (but excluding the cost of steelreinforcement, its fabrication and placing in position, etc.):- (a)(ii)Reinforced cement concrete in slab of rafts / strip foundation, baseslab of column and retaining walls; etc and other structuralmembers other than those mentioned in 5(a) (i) above not requiringform work (i.e. horizental shuttering) complete in all respects:- (3)Type C (nominal mix 1: 2: 4) 50.00 1 Cft 271.20

6 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 153.00 100 Kg 14635.55

7 3 15 Filling, watering and ramming earth under floors: i) with surplusearth from foundation etc. 50.00 1000 Cft 3685.45

8 3 15 Filling, watering and ramming earth under floors:-ii)with new earthexcavated from outside, lead up to one chain (30 m). 50.00 1000 Cft 7427.50

9 3 24 Compaction of earthwork (soft, ordinary or hard soil) :-b)Compaction by rolling with animal driven roller/hand rammed:ii) ordinary soil 50.00 1000 Cft 1273.25

10 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 52.50 100 Sft 2221.35 11 10 25 Laying floor of approved colored glazed tiles X "(6 mm) thick, laid

in white cement and pigment on a bed of W (20 mm) thick cementmortar 1:2. 152.50 100 Sft 17128.00

12 25 30 Making and fixing steel grated doors, complete with lockingarrangement, angle iron frame 2"x2"x3/8" (50x50x10 mm) and ¾"(20 mm) square bars 4" (100 mm) centre to centre. 22.00 1 Sft 1008.60

PLUMBING WORKS (1 No.) 13 19 26 Providing and fixing chromium plated bib cock. ii) 1.5 cm (1/2") 3.00 1 No. 340.60 14 19 27 Providing and fixing chromium plated tee stop cock 1.5 cm (1/2") 3.00 1 No. 460.60 MISCELLANEOUS ITEMS (1 No.) 1

14 10 43 Providing and laying Tuff pavers, having 7000PSI, crushingstrength of approved manufacturer, over 2"to3" sand cushion i/cgrouting with sand in joints i/c finishing to require slope . completein all respect. (50% Grey / 50% Colored) ii) 60 mm thick 162.50 1 Sft 106.90

1000 LITRE CAPACITY TUBEWELL (1 No.) 1 15 23 1d Boring for tube well in all types of soil except shingle and rock, from

ground level to 100 ft. (30 m) depth, including sinking andwithdrawing of casing pipe, complete 6" (150 mm) i/d 100.00 1 Rft 292.10

16 23 2a Boring for tube well in all types of soil except shingle, gravel & rock,from a depth of 100.1 ft. to 200 ft. (30 to 60 m) below ground level,including sinking and withdrawing of casing pipe, complete:-a)5" (125 mm) i/d 20.00 1 Rft 323.65

17 23 7 Providing strong substantially built box of deodar wood 4' x 2.5' x9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpur forfuture reference due to space constraint in pre- fabricated plantroom. 1.00 1 No. 13424.50

18 23 12 Providing and installing, P.V.C. strainer B.S.S. Class 'D', in 10.00 1 Rft 299.45

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tube well bore hole, including sockets and solvents, etc. complete:-b) 4" i/d (100 mm)

19 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. b) 4" i/d dia pipe 8.00 1 Rft 365.80

20 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. d) 6" i/d dia pipe 104.00 1 Rft 758.35

21 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:- i) B.S.S. Class 'D' b) 4" i/d (100 mm) 1.00 1 No. 121.35

22 23 17i Testing and developing of tube well of size 6" (150 mm) i/d andabove continuously. i) up to 1.5 cs. Discharge 72.00 1 Hour 1324.55

23 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 12.37 100 Cft 22528.95

NON-STANDERDIZED ITEMS

PLANT ROOM & DISPENSER AREA (District Gujranwala) (1No.)

1

1 Providing & Installation MS Grill as per drawing 58 1 Sft 320.00 2

Supply and Fixing of Fiber Glass shed/shelter for Plant room as per

drawing and direction of Engineer In charge. 214 1 Sft 467.00 PLUMBING WORKS (1 No.) 3

Supply , Install, test and maintain domestic cold/Hot waterpolypropylene (PPRC) with minimum working pressure 15 bars at20⁰C Tigris, Green or approved equal pressure pipe for cold watersupply as per DIN 8077-8088 for pipes and DIN 16962 for fittingpolyfusion welded joints) inside building including specials (sockets,tees, elbow, bends, crosses, reducers, plug and union etc.)supported on walls including pipe hangers, supports, cutting andmaking good the holes, complete in all respects as shown ondrawings and in accordance with the specifications. Ø 63 mm 10 1 Rft 500.00

ELECTRIFICATION (1 No.) 1.00 4 Electrical Works for Plant Wiring and Internal Lights. 1 1 Job 5000.00 5

Bore type, earthing up to permanent water level/moist soil byarrangement of earth pit/point comprising of concrete/brickworkhousing with lifting cover 50mm perforated GI pipe, appropriatebare copper stranded conductor as per details in drawing. Theearthing and bonding shall be complete with fixing clamps etc. & allmetal works shall be bonded to the proposed earthing network(assumed water level @30 meter depth) Drilling of earth bore 3" dia30 ft. deep but up to permanent water table. Supply and installationof G.I pipe 2" dia 14 SWG to be installed in pre-made boreincluding all accessories like tees, bends, sockets etc. Pipe shall beconnected to tinned copper spike as per detail shown on drawing,complete in all respects.Supply and installation of tinned copper spike to be manufacturedas per detail shown on drawing. Spike shall be connected/screwedat bottom of G.I pipe including all accessories like nuts and boltscomplete in all respect.Supply and installation of 70 mm2 bare stranded electrolytic copperconductor lead in prelaid G.I pipe and connected to tinned copperspike as shown on drawing. 2 Nos. of leads to be installed includingall accessories like brass nuts, bolts, washers etc. complete in allrespect.Supply and installation of tinned earth test link in earthing pitconsisting of copper plate (12"x2'°x1/2") with fixing arrangement onthe wall of man holeincluding brass nuts, bolts washers lugs etc. complete in allrespect. 1 1 Job 125000.00

6

Construction of earthing pit (manhole) of internal size 18"x18"x24"deep with 9" thick brick wall with cement mortar, internal plaster1:4, RCC 4" thick cover with lifting hooks including all accessoriescomplete in all respect.Design, supply, construction, testing and commissioning ofcompletion of the lightning protection system as per specificationclause 4.7.3.5 1 1 Job 19650.00

1000 LITRE CAPACITY TUBEWELL (1 No.) 1 7 Taking soil samples after every 10 feet depth or from each

strata change, testing submission of complete results of strataanalysis. 1.00 1 Job 20360.00

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8 Providing and installation of PVC 6" * 4" size reducer complete i/cits jointing with housing and blind pipe. 1.00 1 Job 682.00

9 Providing and fixing of PVC cap to cover the pump housing. 1.00 1 Job 341.00 10 Providing and fixing on the pump housing pipe 6" dia at the location

in pump foundation, as shown in the drawing MS SuspensionClamp of 5th length made of 8" wide and 1/2" thick MS flatcomplete with 4 no. 5/8" dia nuts and bolts complete in all respects. 1.00 1 Job 10912.00

11 Chemical and bacteriological testing of water samples 3 No. 3.00 1 Job 6820.00 12 Installation 1000 LPH Submersible Pump Supplying & Installing Submersible pump having 1000 LPH with

suitable submersible motor i/c suitable dia raiser pipe etc. as persite requirement complete in all respect. The rate also includessubmersible electric cable, clamps, bends, foundation nuts andbolts, MCU,indicating light etc. 1.0 1 Set 109000.00

13 Operation & Maintenance 1st Year 1.0 1 Year 446683.00 2nd Year 1.0 1 Year 491351.00 3rd Year 1.0 1 Year 540486.00 PLANT ROOM & DISPENSER AREA (District Sialkot) (1 No.) 1 1 3 21b Excavation in foundation of buildings, bridges and other structures

including dabbling, dressing, refilling around structure withexcavated earth, watering and ramming lead up to one chain(30 m) and li ft. up to 5 ft. b) in ordinary soil 170.60 1000 Cft 7687.15

2 10 3 Providing, laying, watering and ramming brick ballast 1-1/2 to 2"(40 mm to 50 mm) gauge mixed with 25 % sand, for floorfoundation, complete in all respects 43.98 100 Cft 4714.30

3 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:4:8 19.82 100 Cft 17846.55

4 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 133.13 100 Cft 19679.15

5 6 6 a ii Providing and laying reinforced cement concrete (includingprestressed concrete), using coarse sand and screened gradedand washed aggregate, in required shape and design, includingforms, moulds, shuttering, lifting, compacting, curing, rendering andfinishing exposed surface, complete (but excluding the cost of steelreinforcement, its fabrication and placing in position, etc.):- (a)(ii)Reinforced cement concrete in slab of rafts / strip foundation, baseslab of column and retaining walls; etc and other structuralmembers other than those mentioned in 5(a) (i) above not requiringform work (i.e. horizental shuttering) complete in all respects:- (3)Type C (nominal mix 1: 2: 4) 50.00 1 Cft 271.20

6 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 153.00 100 Kg 14642.05

7 3 15 Filling, watering and ramming earth under floors: i) with surplusearth from foundation etc. 50.00 1000 Cft 3685.45

8 3 15 Filling, watering and ramming earth under floors:-ii)with new earthexcavated from outside, lead up to one chain (30 m). 50.00 1000 Cft 7427.50

9 3 24 Compaction of earthwork (soft, ordinary or hard soil) :-b)Compaction by rolling with animal driven roller/hand rammed:ii) ordinary soil 50.00 1000 Cft 1273.25

10 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 52.50 100 Sft 2219.30 11 10 25 Laying floor of approved colored glazed tiles X "(6 mm) thick, laid

in white cement and pigment on a bed of W (20 mm) thick cementmortar 1:2. 152.50 100 Sft 17124.90

12 25 30 Making and fixing steel grated doors, complete with lockingarrangement, angle iron frame 2"x2"x3/8" (50x50x10 mm) and ¾"(20 mm) square bars 4" (100 mm) centre to centre. 22.00 1 Sft 1008.95

PLUMBING WORKS (1 No.) 13 19 26 Providing and fixing chromium plated bib cock. ii) 1.5 cm (1/2") 3.00 1 No. 340.60 14 19 27 Providing and fixing chromium plated tee stop cock 1.5 cm (1/2") 3.00 1 No. 460.60 MISCELLANEOUS ITEMS (1 No.) 1

15 10 43 Providing and laying Tuff pavers, having 7000PSI, crushingstrength of approved manufacturer, over 2"to3" sand cushion i/cgrouting with sand in joints i/c finishing to require slope . completein all respect. (50% Grey / 50% Colored) ii) 60 mm thick 162.50 1 Sft 110.55

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1000 LITRE CAPACITY TUBEWELL (1 No.) 1 16 23 1d Boring for tube well in all types of soil except shingle and rock, from

ground level to 100 ft. (30 m) depth, including sinking andwithdrawing of casing pipe, complete 6" (150 mm) i/d 100.00 1 Rft 292.10

17 23 2a Boring for tube well in all types of soil except shingle, gravel & rock,from a depth of 100.1 ft. to 200 ft. (30 to 60 m) below ground level,including sinking and withdrawing of casing pipe, complete:-a)5" (125 mm) i/d 20.00 1 Rft 323.65

18 23 7 Providing strong substantially built box of deodar wood 4' x 2.5' x9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpur forfuture reference due to space constraint in pre- fabricated plantroom. 1.00 1 No. 13424.50

19 23 12 Providing and installing, P.V.C. strainer B.S.S. Class 'D', intube well bore hole, including sockets and solvents, etc. complete:-b) 4" i/d (100 mm) 10.00 1 Rft 299.45

20 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. b) 4" i/d dia pipe 8.00 1 Rft 365.80

21 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. d) 6" i/d dia pipe 104.00 1 Rft 758.35

22 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:- i) B.S.S. Class 'D' b) 4" i/d (100 mm) 1.00 1 No. 121.35

23 23 17i Testing and developing of tube well of size 6" (150 mm) i/d andabove continuously. i) up to 1.5 cs. Discharge 72.00 1 Hour 1324.55

24 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 12.37 100 Cft 22151.20

NON-STANDERDIZED ITEMS PLANT ROOM & DISPENSER AREA (District Sialkot) (1 No.) 1 1 Providing & Installation MS Grill as per drawing 58 1 Sft 320.00 2

Supply and Fixing of Fiber Glass shed/shelter for Plant room as per

drawing and direction of Engineer In charge. 214 1 Sft 467.00 PLUMBING WORKS (1 No.) 3

Supply , Install, test and maintain domestic cold/Hot waterpolypropylene (PPRC) with minimum working pressure 15 bars at20⁰C Tigris, Green or approved equal pressure pipe for cold watersupply as per DIN 8077-8088 for pipes and DIN 16962 for fittingpolyfusion welded joints) inside building including specials (sockets,tees, elbow, bends, crosses, reducers, plug and union etc.)supported on walls including pipe hangers, supports, cutting andmaking good the holes, complete in all respects as shown ondrawings and in accordance with the specifications. Ø 63 mm 10 1 Rft 500.00

ELECTRIFICATION (1 No.) 1.00 4 Electrical Works for Plant Wiring and Internal Lights. 1 1 Job 5000.00 5 Bore type, earthing up to permanent water level/moist soil by

arrangement of earth pit/point comprising of concrete/brickworkhousing with lifting cover 50mm perforated GI pipe, appropriatebare copper stranded conductor as per details in drawing. Theearthing and bonding shall be complete with fixing clamps etc. & allmetal works shall be bonded to the proposed earthing network(assumed water level @30 meter depth) Drilling of earth bore 3" dia30 ft. deep but up to permanent water table. Supply and installationof G.I pipe 2" dia 14 SWG to be installed in pre-made boreincluding all accessories like tees, bends, sockets etc. Pipe shall beconnected to tinned copper spike as per detail shown on drawing,complete in all respects.Supply and installation of tinned copper spike to be manufacturedas per detail shown on drawing. Spike shall be connected/screwedat bottom of G.I pipe including all accessories like nuts and boltscomplete in all respect.Supply and installation of 70 mm2 bare stranded electrolytic copperconductor lead in prelaid G.I pipe and connected to tinned copperspike as shown on drawing. 2 Nos. of leads to be installed includingall accessories like brass nuts, bolts, washers etc. complete in allrespect.Supply and installation of tinned earth test link in earthing pitconsisting of copper plate (12"x2'°x1/2") with fixing arrangement on

1 1 Job 125000.00

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the wall of man holeincluding brass nuts, bolts washers lugs etc. complete in allrespect.

6

Construction of earthing pit (manhole) of internal size 18"x18"x24"deep with 9" thick brick wall with cement mortar, internal plaster1:4, RCC 4" thick cover with lifting hooks including all accessoriescomplete in all respect.Design, supply, construction, testing and commissioning ofcompletion of the lightning protection system as per specificationclause 4.7.3.5 1 1 Job 19650.00

1000 LITRE CAPACITY TUBEWELL (1 No.) 1 7 Taking soil samples after every 10 feet depth or from each

strata change, testing submission of complete results of strataanalysis. 1.00 1 Job 20360.00

8 Providing and installation of PVC 6" * 4" size reducer complete i/cits jointing with housing and blind pipe. 1.00 1 Job 682.00

9 Providing and fixing of PVC cap to cover the pump housing. 1.00 1 Job 341.00 10 Providing and fixing on the pump housing pipe 6" dia at the location

in pump foundation, as shown in the drawing MS SuspensionClamp of 5th length made of 8" wide and 1/2" thick MS flatcomplete with 4 no. 5/8" dia nuts and bolts complete in all respects. 1.00 1 Job 10912.00

11 Chemical and bacteriological testing of water samples 3 No. 3.00 1 Job 6820.00 12 Installation 1000 LPH Submersible Pump Supplying & Installing Submersible pump having 1000 LPH with

suitable submersible motor i/c suitable dia raiser pipe etc. as persite requirement complete in all respect. The rate also includessubmersible electric cable, clamps, bends, foundation nuts andbolts, MCU,indicating light etc. 1.0 1 Set 109000.00

13 Operation & Maintenance 1st Year 1.0 1 Year 446683.00 2nd Year 1.0 1 Year 491351.00 3rd Year 1.0 1 Year 540486.00 PLANT ROOM & DISPENSER AREA (District Attock) (1 No.) 1 1 3 21b Excavation in foundation of buildings, bridges and other structures

including dabbling, dressing, refilling around structure withexcavated earth, watering and ramming lead up to one chain(30 m) and li ft. up to 5 ft. b) in ordinary soil 170.60 1000 Cft 7492.30

2 10 3 Providing, laying, watering and ramming brick ballast 1-1/2 to 2"(40 mm to 50 mm) gauge mixed with 25 % sand, for floorfoundation, complete in all respects 43.98 100 Cft 4735.25

3 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:4:8 19.82 100 Cft 17480.80

4 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 133.13 100 Cft 18850.85

5 6 6 a ii Providing and laying reinforced cement concrete (includingprestressed concrete), using coarse sand and screened gradedand washed aggregate, in required shape and design, includingforms, moulds, shuttering, lifting, compacting, curing, rendering andfinishing exposed surface, complete (but excluding the cost of steelreinforcement, its fabrication and placing in position, etc.):- (a)(ii)Reinforced cement concrete in slab of rafts / strip foundation, baseslab of column and retaining walls; etc and other structuralmembers other than those mentioned in 5(a) (i) above not requiringform work (i.e. horizental shuttering) complete in all respects:- (3)Type C (nominal mix 1: 2: 4) 50.00 1 Cft 264.15

6 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 153.00 100 Kg 14640.45

7 3 15 Filling, watering and ramming earth under floors: i) with surplusearth from foundation etc. 50.00 1000 Cft 3583.55

8 3 15 Filling, watering and ramming earth under floors:-ii)with new earthexcavated from outside, lead up to one chain (30 m). 50.00 1000 Cft 7193.30

9 3 24 Compaction of earthwork (soft, ordinary or hard soil) :-b)Compaction by rolling with animal driven roller/hand rammed:ii) ordinary soil 50.00 1000 Cft 1243.70

10 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 52.50 100 Sft 2164.25 11 10 25 Laying floor of approved colored glazed tiles X "(6 mm) thick, laid 152.50 100 Sft 16926.60

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in white cement and pigment on a bed of W (20 mm) thick cementmortar 1:2.

12 25 30 Making and fixing steel grated doors, complete with lockingarrangement, angle iron frame 2"x2"x3/8" (50x50x10 mm) and ¾"(20 mm) square bars 4" (100 mm) centre to centre. 22.00 1 Sft 1002.35

PLUMBING WORKS (1 No.) 13 19 26 Providing and fixing chromium plated bib cock. ii) 1.5 cm (1/2") 3.00 1 No. 339.30 14 19 27 Providing and fixing chromium plated tee stop cock 1.5 cm (1/2") 3.00 1 No. 459.30 MISCELLANEOUS ITEMS (1 No.) 1

15 10 43 Providing and laying Tuff pavers, having 7000PSI, crushingstrength of approved manufacturer, over 2"to3" sand cushion i/cgrouting with sand in joints i/c finishing to require slope . completein all respect. (50% Grey / 50% Colored) ii) 60 mm thick 162.50 1 Sft 103.50

1000 LITRE CAPACITY TUBEWELL (1 No.) 1 16 23 1d Boring for tube well in all types of soil except shingle and rock, from

ground level to 100 ft. (30 m) depth, including sinking andwithdrawing of casing pipe, complete 6" (150 mm) i/d 100.00 1 Rft 283.20

17 23 2a Boring for tube well in all types of soil except shingle, gravel & rock,from a depth of 100.1 ft. to 200 ft. (30 to 60 m) below ground level,including sinking and withdrawing of casing pipe, complete:-a)5" (125 mm) i/d 20.00 1 Rft 313.75

18 23 7 Providing strong substantially built box of deodar wood 4' x 2.5' x9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpur forfuture reference due to space constraint in pre- fabricated plantroom. 1.00 1 No. 12479.20

19 23 12 Providing and installing, P.V.C. strainer B.S.S. Class 'D', intube well bore hole, including sockets and solvents, etc. complete:-b) 4" i/d (100 mm) 10.00 1 Rft 298.50

20 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. b) 4" i/d dia pipe 8.00 1 Rft 364.50

21 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. d) 6" i/d dia pipe 104.00 1 Rft 756.75

22 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:- i) B.S.S. Class 'D' b) 4" i/d (100 mm) 1.00 1 No. 120.85

23 23 17i Testing and developing of tube well of size 6" (150 mm) i/d andabove continuously. i) up to 1.5 cs. Discharge 72.00 1 Hour 1324.55

24 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 12.37 100 Cft 22151.20

NON-STANDERDIZED ITEMS PLANT ROOM & DISPENSER AREA (District Attock) (1 No.) 1 1 Providing & Installation MS Grill as per drawing 58 1 Sft 320.00 2 Supply and Fixing of Fiber Glass shed/shelter for Plant room as per

drawing and direction of Engineer In charge. 214 1 Sft 467.00 PLUMBING WORKS (1 No.) 3

Supply , Install, test and maintain domestic cold/Hot waterpolypropylene (PPRC) with minimum working pressure 15 bars at20⁰C Tigris, Green or approved equal pressure pipe for cold watersupply as per DIN 8077-8088 for pipes and DIN 16962 for fittingpolyfusion welded joints) inside building including specials (sockets,tees, elbow, bends, crosses, reducers, plug and union etc.)supported on walls including pipe hangers, supports, cutting andmaking good the holes, complete in all respects as shown ondrawings and in accordance with the specifications. Ø 63 mm 10 1 Rft 500.00

ELECTRIFICATION (1 No.) 1.00 4 Electrical Works for Plant Wiring and Internal Lights. 1 1 Job 5000.00 5 Bore type, earthing up to permanent water level/moist soil by

arrangement of earth pit/point comprising of concrete/brickworkhousing with lifting cover 50mm perforated GI pipe, appropriatebare copper stranded conductor as per details in drawing. Theearthing and bonding shall be complete with fixing clamps etc. & allmetal works shall be bonded to the proposed earthing network(assumed water level @30 meter depth) Drilling of earth bore 3" dia30 ft. deep but up to permanent water table. Supply and installationof G.I pipe 2" dia 14 SWG to be installed in pre-made boreincluding all accessories like tees, bends, sockets etc. Pipe shall be

1 1 Job 125000.00

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connected to tinned copper spike as per detail shown on drawing,complete in all respects.Supply and installation of tinned copper spike to be manufacturedas per detail shown on drawing. Spike shall be connected/screwedat bottom of G.I pipe including all accessories like nuts and boltscomplete in all respect.Supply and installation of 70 mm2 bare stranded electrolytic copperconductor lead in prelaid G.I pipe and connected to tinned copperspike as shown on drawing. 2 Nos. of leads to be installed includingall accessories like brass nuts, bolts, washers etc. complete in allrespect.Supply and installation of tinned earth test link in earthing pitconsisting of copper plate (12"x2'°x1/2") with fixing arrangement onthe wall of man holeincluding brass nuts, bolts washers lugs etc. complete in allrespect.

6

Construction of earthing pit (manhole) of internal size 18"x18"x24"deep with 9" thick brick wall with cement mortar, internal plaster1:4, RCC 4" thick cover with lifting hooks including all accessoriescomplete in all respect.Design, supply, construction, testing and commissioning ofcompletion of the lightning protection system as per specificationclause 4.7.3.5 1 1 Job 19650.00

1000 LITRE CAPACITY TUBEWELL (1 No.) 1 7 Taking soil samples after every 10 feet depth or from each

strata change, testing submission of complete results of strataanalysis. 1.00 1 Job 20360.00

8 Providing and installation of PVC 6" * 4" size reducer complete i/cits jointing with housing and blind pipe. 1.00 1 Job 682.00

9 Providing and fixing of PVC cap to cover the pump housing. 1.00 1 Job 341.00 10 Providing and fixing on the pump housing pipe 6" dia at the location

in pump foundation, as shown in the drawing MS SuspensionClamp of 5th length made of 8" wide and 1/2" thick MS flatcomplete with 4 no. 5/8" dia nuts and bolts complete in all respects. 1.00 1 Job 10912.00

11 Chemical and bacteriological testing of water samples 3 No. 3.00 1 Job 6820.00 Ultra Filtration (UF) Plants Capacity 250 liter/ hour

12 Design, supply, install, testing and commissioning Ultra Filtration(UF) Plants using ultrafiltration membrane for turbidity andbiological removal to deliver water that meets the NEQS/WHOwater quality standards including following equipment andaccessories complete in all respect. : 2.00 1 Set 1099800.00

a Automatic PLC System. b Pre Filtration (Sand Filtration) c Chemical Removal Filter as per site requirement d Activated carbon filter e Feed pump, coupled with motor of requisite rating. f Pressure pumps, coupled with motor of requisite rating (if

required). g Control panel, for complete system including connections. h All Pipe work, including feed water pipe line, valves etc. i Pressure gauges and flow meters. j Feed water storage tank of 500 liter capacity. k Product water storage tank of 1000 litre capacity

13 Installation 1000 LPH Submersible Pump Supplying & Installing Submersible pump having 1000 LPH with

suitable submersible motor i/c suitable dia raiser pipe etc. as persite requirement complete in all respect. The rate also includessubmersible electric cable, clamps, bends, foundation nuts andbolts, MCU,indicating light etc. 1.0 1 Set 109000.00

14 Operation & Maintenance 1st Year 1.0 1 Year 446683.00 2nd Year 1.0 1 Year 491351.00 3rd Year 1.0 1 Year 540486.00 PLANT ROOM & DISPENSER AREA (District Chakwal) (1 No.) 1 1 3 21b Excavation in foundation of buildings, bridges and other structures

including dabbling, dressing, refilling around structure withexcavated earth, watering and ramming lead up to one chain(30 m) and li ft. up to 5 ft. b) in ordinary soil 170.60 1000 Cft 7492.30

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2 10 3 Providing, laying, watering and ramming brick ballast 1-1/2 to 2"(40 mm to 50 mm) gauge mixed with 25 % sand, for floorfoundation, complete in all respects 43.98 100 Cft 4675.25

3 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:4:8 19.82 100 Cft 17596.00

4 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 133.13 100 Cft 18588.15

5 6 6 a ii Providing and laying reinforced cement concrete (includingprestressed concrete), using coarse sand and screened gradedand washed aggregate, in required shape and design, includingforms, moulds, shuttering, lifting, compacting, curing, rendering andfinishing exposed surface, complete (but excluding the cost of steelreinforcement, its fabrication and placing in position, etc.):- (a)(ii)Reinforced cement concrete in slab of rafts / strip foundation, baseslab of column and retaining walls; etc and other structuralmembers other than those mentioned in 5(a) (i) above not requiringform work (i.e. horizental shuttering) complete in all respects:- (3)Type C (nominal mix 1: 2: 4) 50.00 1 Cft 264.15

6 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 153.00 100 Kg 14632.70

7 3 15 Filling, watering and ramming earth under floors: i) with surplusearth from foundation etc. 50.00 1000 Cft 3583.55

8 3 15 Filling, watering and ramming earth under floors:-ii)with new earthexcavated from outside, lead up to one chain (30 m). 50.00 1000 Cft 7193.30

9 3 24 Compaction of earthwork (soft, ordinary or hard soil) :-b)Compaction by rolling with animal driven roller/hand rammed:ii) ordinary soil 50.00 1000 Cft 1243.70

10 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 52.50 100 Sft 2172.45 11 10 25 Laying floor of approved colored glazed tiles X "(6 mm) thick, laid

in white cement and pigment on a bed of W (20 mm) thick cementmortar 1:2. 152.50 100 Sft 16939.10

12 25 30 Making and fixing steel grated doors, complete with lockingarrangement, angle iron frame 2"x2"x3/8" (50x50x10 mm) and ¾"(20 mm) square bars 4" (100 mm) centre to centre. 22.00 1 Sft 1001.95

PLUMBING WORKS (1 No.) 13 19 26 Providing and fixing chromium plated bib cock. ii) 1.5 cm (1/2") 3.00 1 No. 339.30 14 19 27 Providing and fixing chromium plated tee stop cock 1.5 cm (1/2") 3.00 1 No. 459.30 COLLECTION CHAMBER (1 No.) 1

15 3 42 Earthwork excavation in open cutting for sewers and manholes asshown in drawings including shuttering and timbering, dressing tocorrect section and dimensions according to templates and levels,and removing surface water, in all types of soil except shingle,gravel and rock:- i) 0 ft. to 7.0 ft. (0 to 2.10 m) depth 85.28 1000 Cft 6171.20

16 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 8.00 100 Cft 22256.80

17 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 30.38 100 Cft 18588.15

18 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 27.00 100 Sft 2172.45 19 6 6 a ii Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened gradedand washed aggregate, in required shape and design, includingforms, moulds, shuttering, lifting, compacting, curing, rendering andfinishing exposed surface, complete (but excluding the cost of steelreinforcement, its fabrication and placing in position, etc.):- (a)(ii)Reinforced cement concrete in slab of rafts / strip foundation, baseslab of column and retaining walls; etc and other structuralmembers other than those mentioned in 5(a) (i) above not requiringform work (i.e. horizental shuttering) complete in all respects:- (3)Type C (nominal mix 1: 2: 4) 2.97 1 Cft 264.15

20 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 9.10 100 Kg 14632.70

21 19 39 Supply and fitting of cast iron manhole cover with frame, etc.complete. i) 30 cm (12") dia 1.00 1 No. 205.95

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MISCELLANEOUS ITEMS (1 No.) 1 22 10 43 Providing and laying Tuff pavers, having 7000PSI, crushing

strength of approved manufacturer, over 2"to3" sand cushion i/cgrouting with sand in joints i/c finishing to require slope . completein all respect. (50% Grey / 50% Colored) ii) 60 mm thick 162.50 1 Sft 107.75

DRAIN PIPE UP TO INJECTION WELL OR EXISTING DRAINAGE SYSTEM (1 No.)

1

23 3 44 Excavation of trenches in all kinds of soil, except cutting rock, forwater supply pipelines up to 5 ft. (1.5 m) depth from ground level,including trimming, dressing sides, leveling the beds of trenches tocorrect grade and cutting pits for joints, etc. complete in allrespects. 420.00 1000 Cft 5340.20

24 3 13 Rehandling of earthwork up to a lead 50 Ft (15m) 336.00 1000 Cft 1776.70 25 3 24 Compaction of Earthwork (soft, ordinary or hard soil): a) Mixing,

moisturizing up to optimum moisture content in layers forcompaction etc. complete 168.00 1000 Cft 852.55

26 3 24 b) Compaction by rolling by animal driven roller, hand rammed ii) Ordinary soil 168.00 1000 Cft 1243.70

27 23 15 Providing and installing P.V.C. blind pipe, B.S.S. Class `B', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. D) 6" i/d dia pipe 70.00 27 Rft 421.15

1000 LITRE CAPACITY TUBEWELL (1 No.) 1 28 23 1d Boring for tube well in all types of soil except shingle and rock, from

ground level to 100 ft. (30 m) depth, including sinking andwithdrawing of casing pipe, complete 6" (150 mm) i/d 100.00 1 Rft 283.20

29 23 2a Boring for tube well in all types of soil except shingle, gravel & rock,from a depth of 100.1 ft. to 200 ft. (30 to 60 m) below ground level,including sinking and withdrawing of casing pipe, complete:-a)5" (125 mm) i/d 20.00 1 Rft 313.75

30 23 7 Providing strong substantially built box of deodar wood 4' x 2.5' x9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpur forfuture reference due to space constraint in pre- fabricated plantroom. 1.00 1 No. 11100.40

31 23 12 Providing and installing, P.V.C. strainer B.S.S. Class 'D', intube well bore hole, including sockets and solvents, etc. complete:-b) 4" i/d (100 mm) 10.00 1 Rft 298.50

32 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. b) 4" i/d dia pipe 8.00 1 Rft 364.50

33 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. d) 6" i/d dia pipe 104.00 1 Rft 756.75

34 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:- i) B.S.S. Class 'D' b) 4" i/d (100 mm) 1.00 1 No. 120.85

35 23 17i Testing and developing of tube well of size 6" (150 mm) i/d andabove continuously. i) up to 1.5 cs. Discharge 72.00 1 Hour 1324.55

36 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 12.37 100 Cft 22256.80

NON-STANDERDIZED ITEMS PLANT ROOM & DISPENSER AREA (District Chakwal) (1 No.) 1 1 Providing & Installation MS Grill as per drawing 58 1 Sft 320.00 2 Supply and Fixing of Fiber Glass shed/shelter for Plant room as per

drawing and direction of Engineer In charge. 214 1 Sft 467.00 PLUMBING WORKS (1 No.) 3

Supply , Install, test and maintain domestic cold/Hot waterpolypropylene (PPRC) with minimum working pressure 15 bars at20⁰C Tigris, Green or approved equal pressure pipe for cold watersupply as per DIN 8077-8088 for pipes and DIN 16962 for fittingpolyfusion welded joints) inside building including specials (sockets,tees, elbow, bends, crosses, reducers, plug and union etc.)supported on walls including pipe hangers, supports, cutting andmaking good the holes, complete in all respects as shown ondrawings and in accordance with the specifications. Ø 63 mm 10 1 Rft 500.00

ELECTRIFICATION (1 No.) 1.00 4 Electrical Works for Plant Wiring and Internal Lights. 1 1 Job 5000.00 5 Bore type, earthing up to permanent water level/moist soil by

arrangement of earth pit/point comprising of concrete/brickwork1 1 Job 125000.00

Page 200: TENDER AND CONTRACT DOCUMENTS - Punjab, Pakistan · firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Class contractor C-4 (Rs.200.000 millions) or above

housing with lifting cover 50mm perforated GI pipe, appropriatebare copper stranded conductor as per details in drawing. Theearthing and bonding shall be complete with fixing clamps etc. & allmetal works shall be bonded to the proposed earthing network(assumed water level @30 meter depth) Drilling of earth bore 3" dia30 ft. deep but up to permanent water table. Supply and installationof G.I pipe 2" dia 14 SWG to be installed in pre-made boreincluding all accessories like tees, bends, sockets etc. Pipe shall beconnected to tinned copper spike as per detail shown on drawing,complete in all respects.Supply and installation of tinned copper spike to be manufacturedas per detail shown on drawing. Spike shall be connected/screwedat bottom of G.I pipe including all accessories like nuts and boltscomplete in all respect.Supply and installation of 70 mm2 bare stranded electrolytic copperconductor lead in prelaid G.I pipe and connected to tinned copperspike as shown on drawing. 2 Nos. of leads to be installed includingall accessories like brass nuts, bolts, washers etc. complete in allrespect.Supply and installation of tinned earth test link in earthing pitconsisting of copper plate (12"x2'°x1/2") with fixing arrangement onthe wall of man holeincluding brass nuts, bolts washers lugs etc. complete in allrespect.

6

Construction of earthing pit (manhole) of internal size 18"x18"x24"deep with 9" thick brick wall with cement mortar, internal plaster1:4, RCC 4" thick cover with lifting hooks including all accessoriescomplete in all respect.Design, supply, construction, testing and commissioning ofcompletion of the lightning protection system as per specificationclause 4.7.3.5 1 1 Job 19650.00

1000 LITRE CAPACITY TUBEWELL (1 No.) 1 7 Taking soil samples after every 10 feet depth or from each

strata change, testing submission of complete results of strataanalysis. 1.00 1 Job 20360.00

8 Providing and installation of PVC 6" * 4" size reducer complete i/cits jointing with housing and blind pipe. 1.00 1 Job 682.00

9 Providing and fixing of PVC cap to cover the pump housing. 1.00 1 Job 341.00 10 Providing and fixing on the pump housing pipe 6" dia at the location

in pump foundation, as shown in the drawing MS SuspensionClamp of 5th length made of 8" wide and 1/2" thick MS flatcomplete with 4 no. 5/8" dia nuts and bolts complete in all respects. 1.00 1 Job 10912.00

11 Chemical and bacteriological testing of water samples 3 No. 3.00 1 Job 6820.00 Ultra Filtration (UF) Plants Capacity 250 liter/ hour

12 Design, supply, install, testing and commissioning Ultra Filtration(UF) Plants using ultrafiltration membrane for turbidity andbiological removal to deliver water that meets the NEQS/WHOwater quality standards including following equipment andaccessories complete in all respect. : 1.00 1 Set 1099800.00

a Automatic PLC System. b Pre Filtration (Sand Filtration) c Chemical Removal Filter as per site requirement d Activated carbon filter e Feed pump, coupled with motor of requisite rating. f Pressure pumps, coupled with motor of requisite rating (if

required). g Control panel, for complete system including connections. h All Pipe work, including feed water pipe line, valves etc. i Pressure gauges and flow meters. j Feed water storage tank of 500 liter capacity. k Product water storage tank of 1000 litre capacity

13 Installation 1000 LPH Submersible Pump Supplying & Installing Submersible pump having 1000 LPH with

suitable submersible motor i/c suitable dia raiser pipe etc. as persite requirement complete in all respect. The rate also includessubmersible electric cable, clamps, bends, foundation nuts andbolts, MCU,indicating light etc. 1.0 1 Set 109000.00

14 Operation & Maintenance 1st Year 1.0 1 Year 446683.00

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2nd Year 1.0 1 Year 491351.00 3rd Year 1.0 1 Year 540486.00 PLANT ROOM & DISPENSER AREA (District Sargodha) (6 No.) 6 1 3 21b Excavation in foundation of buildings, bridges and other structures

including dabbling, dressing, refilling around structure withexcavated earth, watering and ramming lead up to one chain(30 m) and li ft. up to 5 ft. b) in ordinary soil 1023.60 1000 Cft 7687.15

2 10 3 Providing, laying, watering and ramming brick ballast 1-1/2 to 2"(40 mm to 50 mm) gauge mixed with 25 % sand, for floorfoundation, complete in all respects 263.88 100 Cft 4564.30

3 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:4:8 118.92 100 Cft 17904.15

4 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 798.78 100 Cft 18738.00

5 6 6 a ii Providing and laying reinforced cement concrete (includingprestressed concrete), using coarse sand and screened gradedand washed aggregate, in required shape and design, includingforms, moulds, shuttering, lifting, compacting, curing, rendering andfinishing exposed surface, complete (but excluding the cost of steelreinforcement, its fabrication and placing in position, etc.):- (a)(ii)Reinforced cement concrete in slab of rafts / strip foundation, baseslab of column and retaining walls; etc and other structuralmembers other than those mentioned in 5(a) (i) above not requiringform work (i.e. horizental shuttering) complete in all respects:- (3)Type C (nominal mix 1: 2: 4) 300.00 1 Cft 274.35

6 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 918.00 100 Kg 14655.40

7 3 15 Filling, watering and ramming earth under floors: i) with surplusearth from foundation etc. 300.00 1000 Cft 3685.45

8 3 15 Filling, watering and ramming earth under floors:-ii)with new earthexcavated from outside, lead up to one chain (30 m). 300.00 1000 Cft 7427.50

9 3 24 Compaction of earthwork (soft, ordinary or hard soil) :-b)Compaction by rolling with animal driven roller/hand rammed:ii) ordinary soil 300.00 1000 Cft 1273.25

10 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 315.00 100 Sft 2223.40 11 10 25 Laying floor of approved colored glazed tiles X "(6 mm) thick, laid

in white cement and pigment on a bed of W (20 mm) thick cementmortar 1:2. 915.00 100 Sft 17131.15

12 25 30 Making and fixing steel grated doors, complete with lockingarrangement, angle iron frame 2"x2"x3/8" (50x50x10 mm) and ¾"(20 mm) square bars 4" (100 mm) centre to centre. 132.00 1 Sft 1009.70

PLUMBING WORKS (6 No.) 13 19 26 Providing and fixing chromium plated bib cock. ii) 1.5 cm (1/2") 18.00 1 No. 340.60 14 19 27 Providing and fixing chromium plated tee stop cock 1.5 cm (1/2") 18.00 1 No. 460.60 COLLECTION CHAMBER (6 No.) 6

15 3 42 Earthwork excavation in open cutting for sewers and manholes asshown in drawings including shuttering and timbering, dressing tocorrect section and dimensions according to templates and levels,and removing surface water, in all types of soil except shingle,gravel and rock:- i) 0 ft. to 7.0 ft. (0 to 2.10 m) depth 511.68 1000 Cft 6320.80

16 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 48.00 100 Cft 22555.35

17 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 182.28 100 Cft 18738.00

18 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 162.00 100 Sft 2223.40 19 6 6 a ii Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened gradedand washed aggregate, in required shape and design, includingforms, moulds, shuttering, lifting, compacting, curing, rendering andfinishing exposed surface, complete (but excluding the cost of steelreinforcement, its fabrication and placing in position, etc.):- (a)(ii)Reinforced cement concrete in slab of rafts / strip foundation, baseslab of column and retaining walls; etc and other structuralmembers other than those mentioned in 5(a) (i) above not requiringform work (i.e. horizental shuttering) complete in all respects:- (3)Type C (nominal mix 1: 2: 4) 17.82 1 Cft 274.35

Page 202: TENDER AND CONTRACT DOCUMENTS - Punjab, Pakistan · firms of HUD & PHE Department who have got their name enlisted/ renewed as "A" Class contractor C-4 (Rs.200.000 millions) or above

20 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 54.60 100 Kg 14655.40

21 19 39 Supply and fitting of cast iron manhole cover with frame, etc.complete. i) 30 cm (12") dia 6.00 1 No. 207.90

MISCELLANEOUS ITEMS (6 No.) 6 22 10 43 Providing and laying Tuff pavers, having 7000PSI, crushing

strength of approved manufacturer, over 2"to3" sand cushion i/cgrouting with sand in joints i/c finishing to require slope . completein all respect. (50% Grey / 50% Colored) ii) 60 mm thick 975.00 1 Sft 109.55

DRAIN PIPE UP TO INJECTION WELL OR EXISTING DRAINAGE SYSTEM (6 No.)

6

23 3 44 Excavation of trenches in all kinds of soil, except cutting rock, forwater supply pipelines up to 5 ft. (1.5 m) depth from ground level,including trimming, dressing sides, leveling the beds of trenches tocorrect grade and cutting pits for joints, etc. complete in allrespects. 2520.00 1000 Cft 5472.70

24 3 13 Rehandling of earthwork up to a lead 50 Ft (15m) 2016.00 1000 Cft 1818.95 25 3 24 Compaction of Earthwork (soft, ordinary or hard soil): a) Mixing,

moisturizing up to optimum moisture content in layers forcompaction etc. complete 1008.00 1000 Cft 884.55

26 3 24 b) Compaction by rolling by animal driven roller, hand rammed ii) Ordinary soil 1008.00 1000 Cft 1273.25

27 23 15 Providing and installing P.V.C. blind pipe, B.S.S. Class `B', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. D) 6" i/d dia pipe 420.00 27 Rft 422.80

INJECTION WELL (4 No.) 4 28 23 5 Direct Rotary/Reverse Rotary drilling of bore for tubewells in all

types of soil except shingle, gravel and rock a) From ground levelto 250 ft. (75m) below ground level:- i) 12" to 15" (300 to 375 mm) i/d 1000.00 1 Rft 575.50

29 23 5 Direct Rotary/Reverse Rotary drilling of bore for tube wells in alltypes of soil except shingle, gravel and rock:-:- b) exceeding 250 ft.('75 m) depth below ground level:-i) 12" to 15" (300 to 375 mm) i/d 560.00 1 Rft 575.50

30 23 7 Providing strong substantially built box of deodar wood 4' x 2.5' x9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpur forfuture reference due to space constraint in pre- fabricated plantroom. 4.00 1 No. 12505.30

31 23 11 Providing and installing, P.V.C. strainer B.S.S. Class '8', intube well bore hole, including sockets and solvents, etc. complete:-d) 6" i/d (150 mm) 260.00 1 Rft 326.20

32 23 15 Providing and installing P.V.C. blind pipe, B.S.S. Class `B', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. D) 6" i/d dia pipe 1300.00 1 Rft 422.80

33 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:- i)B.S.S. Class 'B' d) 6" i/d (150 mm) 4.00 1 No. 184.90

34 23 18 Shrouding with graded pea gravel 3/8" to 1/8"(10 to 3mm) aroundtube well in borehole. 1800.00 1 Cft 93.80

35 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 49.48 100 Cft 22555.35

1000 LITRE CAPACITY TUBEWELL (13 No.) 13 36 23 1d Boring for tube well in all types of soil except shingle and rock, from

ground level to 100 ft. (30 m) depth, including sinking andwithdrawing of casing pipe, complete 6" (150 mm) i/d 1300.00 1 Rft 292.10

37 23 2a Boring for tube well in all types of soil except shingle, gravel & rock,from a depth of 100.1 ft. to 200 ft. (30 to 60 m) below ground level,including sinking and withdrawing of casing pipe, complete:-a)5" (125 mm) i/d 260.00 1 Rft 323.65

38 23 7 Providing strong substantially built box of deodar wood 4' x 2.5' x9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpur forfuture reference due to space constraint in pre- fabricated plantroom. 13.00 1 No. 12505.30

39 23 12 Providing and installing, P.V.C. strainer B.S.S. Class 'D', in 130.00 1 Rft 299.45

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tube well bore hole, including sockets and solvents, etc. complete:-b) 4" i/d (100 mm)

40 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. b) 4" i/d dia pipe 104.00 1 Rft 365.80

41 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. d) 6" i/d dia pipe 1352.00 1 Rft 758.35

42 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:- i) B.S.S. Class 'D' b) 4" i/d (100 mm) 13.00 1 No. 121.35

43 23 17i Testing and developing of tube well of size 6" (150 mm) i/d andabove continuously. i) up to 1.5 cs. Discharge 936.00 1 Hour 1324.55

44 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 160.81 100 Cft 22555.35

NON-STANDERDIZED ITEMS PLANT ROOM & DISPENSER AREA (District Sargodha) (6 No.) 6 1 Providing & Installation MS Grill as per drawing 348 1 Sft 320.00 2 Supply and Fixing of Fiber Glass shed/shelter for Plant room as per

drawing and direction of Engineer In charge. 1284 1 Sft 467.00 PLUMBING WORKS (6 No.) 3

Supply , Install, test and maintain domestic cold/Hot waterpolypropylene (PPRC) with minimum working pressure 15 bars at20⁰C Tigris, Green or approved equal pressure pipe for cold watersupply as per DIN 8077-8088 for pipes and DIN 16962 for fittingpolyfusion welded joints) inside building including specials (sockets,tees, elbow, bends, crosses, reducers, plug and union etc.)supported on walls including pipe hangers, supports, cutting andmaking good the holes, complete in all respects as shown ondrawings and in accordance with the specifications. Ø 63 mm 60 1 Rft 500.00

ELECTRIFICATION (13 No.) 13.00 4 Electrical Works for Plant Wiring and Internal Lights. 13 1 Job 5000.00 5

Bore type, earthing up to permanent water level/moist soil byarrangement of earth pit/point comprising of concrete/brickworkhousing with lifting cover 50mm perforated GI pipe, appropriatebare copper stranded conductor as per details in drawing. Theearthing and bonding shall be complete with fixing clamps etc. & allmetal works shall be bonded to the proposed earthing network(assumed water level @30 meter depth) Drilling of earth bore 3" dia30 ft. deep but up to permanent water table. Supply and installationof G.I pipe 2" dia 14 SWG to be installed in pre-made boreincluding all accessories like tees, bends, sockets etc. Pipe shall beconnected to tinned copper spike as per detail shown on drawing,complete in all respects.Supply and installation of tinned copperspike to be manufactured as per detail shown on drawing. Spikeshall be connected/screwed at bottom of G.I pipe including allaccessories like nuts and bolts complete in all respect.Supply andinstallation of 70 mm2 bare stranded electrolytic copper conductorlead in prelaid G.I pipe and connected to tinned copper spike asshown on drawing. 2 Nos. of leads to be installed including allaccessories like brass nuts, bolts, washers etc. complete in allrespect.Supply and installation of tinned earth test link in earthingpit consisting of copper plate (12"x2'°x1/2") with fixing arrangementon the wall of man holeincluding brass nuts, bolts washers lugs etc.complete in all respect. 13 1 Job 125000.00

6

Construction of earthing pit (manhole) of internal size 18"x18"x24"deep with 9" thick brick wall with cement mortar, internal plaster1:4, RCC 4" thick cover with lifting hooks including all accessoriescomplete in all respect.Design, supply, construction, testing and commissioning ofcompletion of the lightning protection system as per specificationclause 4.7.3.5 13 1 Job 19650.00

INJECTION WELL (4 No.) 4 7

Taking soil samples after every 10 feet depth or from each

strata change, testing submission of complete results of strataanalysis. 4 1 Job 22320.00

8 Providing and fixing of PVC cap to cover the pump housing. 4 1 Job 375.00 1000 LITRE CAPACITY TUBEWELL (13 No.) 13 9 Taking soil samples after every 10 feet depth or from each

strata change, testing submission of complete results of strata13.00 1 Job 20360.00

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analysis.10 Providing and installation of PVC 6" * 4" size reducer complete i/c

its jointing with housing and blind pipe. 13.00 1 Job 682.00 11 Providing and fixing of PVC cap to cover the pump housing. 13.00 1 Job 341.00 12 Providing and fixing on the pump housing pipe 6" dia at the location

in pump foundation, as shown in the drawing MS SuspensionClamp of 5th length made of 8" wide and 1/2" thick MS flatcomplete with 4 no. 5/8" dia nuts and bolts complete in all respects. 13.00 1 Job 10912.00

13 Chemical and bacteriological testing of water samples 3 No. 39.00 1 Job 6820.00 Reverse Osmosis (RO) Plant Capacity 250 liter/ hour

14 Design, supply, install, testing and commissioning ReverseOsmosis (RO) Plants to deliver water that meets theNEQS/WHO water quality standards including the following: 8.00 1 Set 1456650.00

a RO Controller b Automatic PLC System. c Feed pump, coupled with motor of requisite rating. d Pre Filtration e Activated Carbon Filter f Pre treatment chemical injection arrangement g Pressure pumps, coupled with motor of requisite rating. h Control panel, for complete system including connections i All Pipe work, including feed water pipe line, valves etc. j Pressure gauges and flow meters. k Feed water storage tank of 500 liter capacity l Product water storage tank of 1000 liter capacity Ultra Filtration (UF) Plants Capacity 250 liter/ hour

15 Design, supply, install, testing and commissioning Ultra Filtration(UF) Plants using ultrafiltration membrane for turbidity andbiological removal to deliver water that meets the NEQS/WHOwater quality standards including following equipment andaccessories complete in all respect. : 4.00 1 Set 1099800.00

a Automatic PLC System. b Pre Filtration (Sand Filtration) c Chemical Removal Filter as per site requirement d Activated carbon filter e Feed pump, coupled with motor of requisite rating. f Pressure pumps, coupled with motor of requisite rating (if

required). g Control panel, for complete system including connections. h All Pipe work, including feed water pipe line, valves etc. i Pressure gauges and flow meters. j Feed water storage tank of 500 liter capacity. k Product water storage tank of 1000 litre capacity

16 Provide additional filter (Arsenic, Nitrate & Fluoride) for thecontaminants encountered as need basis to meet theNEQS/WHO Water Quality Standards 1.00 1 No. 145000.00

18 Supply, Installation, Testing and commissioning of Electric WaterCooler - Atleast 225 Liter 1.00 1 No. 37500.00

Ultra Filtration (UF) Plants Capacity 500 liter/ hour 19 Design, supply, install, testing and commissioning Ultra Filtration

(UF) Plants using ultrafiltration membrane for turbidity andbiological removal to deliver water that meets the NEQS/WHOwater quality standards including following equipment andaccessories complete in all respect. : 1.00 1 Set 1181700.00

a Automatic PLC System. b Pre Filtration (Sand Filtration) c Chemical Removal Filter as per site requirement d Activated carbon filter e Feed pump, coupled with motor of requisite rating. f Pressure pumps, coupled with motor of requisite rating (if

required). g Control panel, for complete system including connections. h All Pipe work, including feed water pipe line, valves etc. i Pressure gauges and flow meters. j Feed water storage tank of 1000 litre capacity k Product water storage tanks 2no each of 1000 litre capacity OR 1

Tank of 2000 Liters Capacity 20 Installation 1000 LPH Submersible Pump

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Supplying & Installing Submersible pump having 1000 LPH withsuitable submersible motor i/c suitable dia raiser pipe etc. as persite requirement complete in all respect. The rate also includessubmersible electric cable, clamps, bends, foundation nuts andbolts, MCU,indicating light etc. 13.0 1 Set 109000.00

21 Operation & Maintenance 1st Year 1.0 1 Year 5855522.00 2nd Year 1.0 1 Year 6441075.00 3rd Year 1.0 1 Year 7085182.00 PLANT ROOM & DISPENSER AREA (District Khushab) (3 No.) 3 1 3 21b Excavation in foundation of buildings, bridges and other structures

including dabbling, dressing, refilling around structure withexcavated earth, watering and ramming lead up to one chain(30 m) and li ft. up to 5 ft. b) in ordinary soil 511.80 1000 Cft 7492.30

2 10 3 Providing, laying, watering and ramming brick ballast 1-1/2 to 2"(40 mm to 50 mm) gauge mixed with 25 % sand, for floorfoundation, complete in all respects 131.94 100 Cft 4525.25

3 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:4:8 59.46 100 Cft 17768.80

4 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 399.39 100 Cft 17323.40

5 6 6 a ii Providing and laying reinforced cement concrete (includingprestressed concrete), using coarse sand and screened gradedand washed aggregate, in required shape and design, includingforms, moulds, shuttering, lifting, compacting, curing, rendering andfinishing exposed surface, complete (but excluding the cost of steelreinforcement, its fabrication and placing in position, etc.):- (a)(ii)Reinforced cement concrete in slab of rafts / strip foundation, baseslab of column and retaining walls; etc and other structuralmembers other than those mentioned in 5(a) (i) above not requiringform work (i.e. horizental shuttering) complete in all respects:- (3)Type C (nominal mix 1: 2: 4) 150.00 1 Cft 271.55

6 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 459.00 100 Kg 14645.35

7 3 15 Filling, watering and ramming earth under floors: i) with surplusearth from foundation etc. 150.00 1000 Cft 3583.55

8 3 15 Filling, watering and ramming earth under floors:-ii)with new earthexcavated from outside, lead up to one chain (30 m). 150.00 1000 Cft 7193.30

9 3 24 Compaction of earthwork (soft, ordinary or hard soil) :-b)Compaction by rolling with animal driven roller/hand rammed:ii) ordinary soil 150.00 1000 Cft 1243.70

10 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 157.50 100 Sft 2176.50 11 10 25 Laying floor of approved colored glazed tiles X "(6 mm) thick, laid

in white cement and pigment on a bed of W (20 mm) thick cementmortar 1:2. 457.50 100 Sft 16945.30

12 25 30 Making and fixing steel grated doors, complete with lockingarrangement, angle iron frame 2"x2"x3/8" (50x50x10 mm) and ¾"(20 mm) square bars 4" (100 mm) centre to centre. 66.00 1 Sft 1002.65

PLUMBING WORKS (3 No.) 13 19 26 Providing and fixing chromium plated bib cock. ii) 1.5 cm (1/2") 9.00 1 No. 339.30 14 19 27 Providing and fixing chromium plated tee stop cock 1.5 cm (1/2") 9.00 1 No. 459.30 MISCELLANEOUS ITEMS (3 No.) 3

15 10 43 Providing and laying Tuff pavers, having 7000PSI, crushingstrength of approved manufacturer, over 2"to3" sand cushion i/cgrouting with sand in joints i/c finishing to require slope . completein all respect. (50% Grey / 50% Colored) ii) 60 mm thick 487.50 1 Sft 110.50

1000 LITRE CAPACITY TUBEWELL (3 No.) 3 16 23 1d Boring for tube well in all types of soil except shingle and rock, from

ground level to 100 ft. (30 m) depth, including sinking andwithdrawing of casing pipe, complete 6" (150 mm) i/d 300.00 1 Rft 283.20

17 23 2a Boring for tube well in all types of soil except shingle, gravel & rock,from a depth of 100.1 ft. to 200 ft. (30 to 60 m) below ground level,including sinking and withdrawing of casing pipe, complete:-a)5" (125 mm) i/d 60.00 1 Rft 313.75

18 23 7 Providing strong substantially built box of deodar wood 4' x 2.5' x9" with compartments, lock and locking arrangements, for

3.00 1 No. 11100.40

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preserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpur forfuture reference due to space constraint in pre- fabricated plantroom.

19 23 12 Providing and installing, P.V.C. strainer B.S.S. Class 'D', intube well bore hole, including sockets and solvents, etc. complete:-b) 4" i/d (100 mm) 30.00 1 Rft 298.50

20 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. b) 4" i/d dia pipe 24.00 1 Rft 364.50

21 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. d) 6" i/d dia pipe 312.00 1 Rft 756.75

22 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:- i) B.S.S. Class 'D' b) 4" i/d (100 mm) 3.00 1 No. 120.85

23 23 17i Testing and developing of tube well of size 6" (150 mm) i/d andabove continuously. i) up to 1.5 cs. Discharge 216.00 1 Hour 1324.55

24 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 37.11 100 Cft 22415.20

NON-STANDERDIZED ITEMS PLANT ROOM & DISPENSER AREA (District Khushab) (3 No.) 3 1 Providing & Installation MS Grill as per drawing 174 1 Sft 320.00 2

Supply and Fixing of Fiber Glass shed/shelter for Plant room as per

drawing and direction of Engineer In charge. 642 1 Sft 467.00 PLUMBING WORKS (3 No.) 3

Supply , Install, test and maintain domestic cold/Hot waterpolypropylene (PPRC) with minimum working pressure 15 bars at20 C Tigris, Green or approved equal pressure pipe for cold water⁰supply as per DIN 8077-8088 for pipes and DIN 16962 for fittingpolyfusion welded joints) inside building including specials (sockets,tees, elbow, bends, crosses, reducers, plug and union etc.)supported on walls including pipe hangers, supports, cutting andmaking good the holes, complete in all respects as shown ondrawings and in accordance with the specifications. Ø 63 mm 30 1 Rft 500.00

ELECTRIFICATION (3 No.) 3.00 4 Electrical Works for Plant Wiring and Internal Lights. 3 1 Job 5000.00 5

Bore type, earthing up to permanent water level/moist soil byarrangement of earth pit/point comprising of concrete/brickworkhousing with lifting cover 50mm perforated GI pipe, appropriatebare copper stranded conductor as per details in drawing. Theearthing and bonding shall be complete with fixing clamps etc. & allmetal works shall be bonded to the proposed earthing network(assumed water level @30 meter depth) Drilling of earth bore 3" dia30 ft. deep but up to permanent water table. Supply and installationof G.I pipe 2" dia 14 SWG to be installed in pre-made boreincluding all accessories like tees, bends, sockets etc. Pipe shall beconnected to tinned copper spike as per detail shown on drawing,complete in all respects.Supply and installation of tinned copper spike to be manufacturedas per detail shown on drawing. Spike shall be connected/screwedat bottom of G.I pipe including all accessories like nuts and boltscomplete in all respect.Supply and installation of 70 mm2 bare stranded electrolytic copperconductor lead in prelaid G.I pipe and connected to tinned copperspike as shown on drawing. 2 Nos. of leads to be installed includingall accessories like brass nuts, bolts, washers etc. complete in allrespect.Supply and installation of tinned earth test link in earthing pitconsisting of copper plate (12"x2'°x1/2") with fixing arrangement onthe wall of man holeincluding brass nuts, bolts washers lugs etc. complete in allrespect. 3 1 Job 125000.00

6

Construction of earthing pit (manhole) of internal size 18"x18"x24"deep with 9" thick brick wall with cement mortar, internal plaster1:4, RCC 4" thick cover with lifting hooks including all accessoriescomplete in all respect.Design, supply, construction, testing and commissioning ofcompletion of the lightning protection system as per specificationclause 4.7.3.5 3 1 Job 19650.00

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1000 LITRE CAPACITY TUBEWELL (3 No.) 3 7 Taking soil samples after every 10 feet depth or from each

strata change, testing submission of complete results of strataanalysis. 3.00 1 Job 20360.00

8 Providing and installation of PVC 6" * 4" size reducer complete i/cits jointing with housing and blind pipe. 3.00 1 Job 682.00

9 Providing and fixing of PVC cap to cover the pump housing. 3.00 1 Job 341.00 10 Providing and fixing on the pump housing pipe 6" dia at the location

in pump foundation, as shown in the drawing MS SuspensionClamp of 5th length made of 8" wide and 1/2" thick MS flatcomplete with 4 no. 5/8" dia nuts and bolts complete in all respects. 3.00 1 Job 10912.00

11 Chemical and bacteriological testing of water samples 3 No. 9.00 1 Job 6820.00 Reverse Osmosis (RO) Plant Capacity 250 liter/ hour

12 Design, supply, install, testing and commissioning ReverseOsmosis (RO) Plants to deliver water that meets theNEQS/WHO water quality standards including the following: 3.00 1 Set 1456650.00

a RO Controller b Automatic PLC System. c Feed pump, coupled with motor of requisite rating. d Pre Filtration e Activated Carbon Filter f Pre treatment chemical injection arrangement g Pressure pumps, coupled with motor of requisite rating. h Control panel, for complete system including connections i All Pipe work, including feed water pipe line, valves etc. j Pressure gauges and flow meters. k Feed water storage tank of 500 liter capacity l Product water storage tank of 1000 liter capacity

13 Installation 1000 LPH Submersible Pump Supplying & Installing Submersible pump having 1000 LPH with

suitable submersible motor i/c suitable dia raiser pipe etc. as persite requirement complete in all respect. The rate also includessubmersible electric cable, clamps, bends, foundation nuts andbolts, MCU,indicating light etc. 3.0 1 Set 109000.00

14 Operation & Maintenance 1st Year 1.0 1 Year 1353316.00 2nd Year 1.0 1 Year 1488647.00 3rd Year 1.0 1 Year 1637512.00 COLLECTION CHAMBER (District Mianwali) (3 No.) 3 1 3 42 Earthwork excavation in open cutting for sewers and manholes as

shown in drawings including shuttering and timbering, dressing tocorrect section and dimensions according to templates and levels,and removing surface water, in all types of soil except shingle,gravel and rock:- i) 0 ft. to 7.0 ft. (0 to 2.10 m) depth 255.84 1000 Cft 6171.20

2 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 24.00 100 Cft 22309.60

3 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sandmortar:- Ratio 1:6 91.14 100 Cft 18395.70

4 11 8-b Cement plaster 1:3 up to 20' (6.00 m) height b) ½" (13 mm) thick 81.00 100 Sft 2168.35 5 6 6 a ii Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened gradedand washed aggregate, in required shape and design, includingforms, moulds, shuttering, lifting, compacting, curing, rendering andfinishing exposed surface, complete (but excluding the cost of steelreinforcement, its fabrication and placing in position, etc.):- (a)(ii)Reinforced cement concrete in slab of rafts / strip foundation, baseslab of column and retaining walls; etc and other structuralmembers other than those mentioned in 5(a) (i) above not requiringform work (i.e. horizental shuttering) complete in all respects:- (3)Type C (nominal mix 1: 2: 4) 8.91 1 Cft 271.55

6 6 9(b) Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour charges forbinding of steel reinforcement (also includes removal of rust frombars):- deformed bars. 27.30 100 Kg 14632.70

7 19 39 Supply and fitting of cast iron manhole cover with frame, etc.complete. i) 30 cm (12") dia 3.00 1 No. 205.95

DRAIN PIPE UP TO INJECTION WELL OR 3

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EXISTING DRAINAGE SYSTEM (3 No.)8 3 44 Excavation of trenches in all kinds of soil, except cutting rock, for

water supply pipelines up to 5 ft. (1.5 m) depth from ground level,including trimming, dressing sides, leveling the beds of trenches tocorrect grade and cutting pits for joints, etc. complete in allrespects. 1260.00 1000 Cft 5340.20

9 3 13 Rehandling of earthwork up to a lead 50 Ft (15m) 1008.00 1000 Cft 1776.70 10 3 24 Compaction of Earthwork (soft, ordinary or hard soil): a) Mixing,

moisturizing up to optimum moisture content in layers forcompaction etc. complete 504.00 1000 Cft 852.55

11 3 24 b) Compaction by rolling by animal driven roller, hand rammed ii) Ordinary soil 504.00 1000 Cft 1243.70

12 23 15 Providing and installing P.V.C. blind pipe, B.S.S. Class `B', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. D) 6" i/d dia pipe 210.00 27 Rft 421.15

INJECTION WELL (3 No.) 3 13 23 5 Direct Rotary/Reverse Rotary drilling of bore for tubewells in all

types of soil except shingle, gravel and rock a) From ground levelto 250 ft. (75m) below ground level:- i) 12" to 15" (300 to 375 mm) i/d 750.00 1 Rft 570.05

14 23 5 Direct Rotary/Reverse Rotary drilling of bore for tube wells in alltypes of soil except shingle, gravel and rock:-:- b) exceeding 250 ft.('75 m) depth below ground level:-i) 12" to 15" (300 to 375 mm) i/d 420.00 1 Rft 570.05

15 23 7 Providing strong substantially built box of deodar wood 4' x 2.5' x9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpur forfuture reference due to space constraint in pre- fabricated plantroom. 3.00 1 No. 12479.20

16 23 11 Providing and installing, P.V.C. strainer B.S.S. Class 'B', intube well bore hole, including sockets and solvents, etc. complete:-d) 6" i/d (150 mm) 195.00 1 Rft 324.95

17 23 15 Providing and installing P.V.C. blind pipe, B.S.S. Class `B', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. D) 6" i/d dia pipe 975.00 1 Rft 421.15

18 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:- i) B.S.S. Class 'B' d) 6" i/d (150 mm) 3.00 1 No. 184.25

19 23 18 Shrouding with graded pea gravel 3/8" to 1/8"(10 to 3mm) aroundtube well in borehole. 1350.00 1 Cft 93.55

20 6 5 Cement concrete plain i/c placing compacting finishing & curingcomplete i/c screening & washing of stone aggregate ratio 1:2:4 37.11 100 Cft 22309.60

1000 LITRE CAPACITY TUBEWELL (3 No.) 3 21 23 1d Boring for tube well in all types of soil except shingle and rock, from

ground level to 100 ft. (30 m) depth, including sinking andwithdrawing of casing pipe, complete 6" (150 mm) i/d 300.00 1 Rft 283.20

22 23 2a Boring for tube well in all types of soil except shingle, gravel & rock,from a depth of 100.1 ft. to 200 ft. (30 to 60 m) below ground level,including sinking and withdrawing of casing pipe, complete:-a)5" (125 mm) i/d 60.00 1 Rft 313.75

23 23 7 Providing strong substantially built box of deodar wood 4' x 2.5' x9" with compartments, lock and locking arrangements, forpreserving samples of strata. This wooden box will be placed inPunjab Each Saaf Pani Regional Director office Bahawalpur forfuture reference due to space constraint in pre- fabricated plantroom. 3.00 1 No. 12479.20

24 23 12 Providing and installing, P.V.C. strainer B.S.S. Class 'D', intube well bore hole, including sockets and solvents, etc. complete:-b) 4" i/d (100 mm) 30.00 1 Rft 298.50

25 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. b) 4" i/d dia pipe 24.00 1 Rft 364.50

26 23 16 Providing and installing P.V.C. blind pipe, B.S.S. Class `D', in tubewell bore hole, including sockets and solvents and jointing withstrainer, etc. complete. d) 6" i/d dia pipe 312.00 1 Rft 756.75

27 23 13 Providing and installing P.V.C. Bail/Plug in tube well bore hole:- i) B.S.S. Class 'D' b) 4" i/d (100 mm) 3.00 1 No. 120.85

28 23 17i Testing and developing of tube well of size 6" (150 mm) i/d andabove continuously. i) up to 1.5 cs. Discharge 216.00 1 Hour 1324.55

29 6 5 Cement concrete plain i/c placing compacting finishing & curing 37.11 100 Cft 22309.60

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complete i/c screening & washing of stone aggregate ratio 1:2:4 NON-STANDERDIZED ITEMS ELECTRIFICATION (3 No.) 3.00 1 Electrical Works for Plant Wiring and Internal Lights. 3 1 Job 5000.00 2

Bore type, earthing up to permanent water level/moist soil byarrangement of earth pit/point comprising of concrete/brickworkhousing with lifting cover 50mm perforated GI pipe, appropriatebare copper stranded conductor as per details in drawing. Theearthing and bonding shall be complete with fixing clamps etc. & allmetal works shall be bonded to the proposed earthing network(assumed water level @30 meter depth) Drilling of earth bore 3" dia30 ft. deep but up to permanent water table. Supply and installationof G.I pipe 2" dia 14 SWG to be installed in pre-made boreincluding all accessories like tees, bends, sockets etc. Pipe shall beconnected to tinned copper spike as per detail shown on drawing,complete in all respects.Supply and installation of tinned copper spike to be manufacturedas per detail shown on drawing. Spike shall be connected/screwedat bottom of G.I pipe including all accessories like nuts and boltscomplete in all respect.Supply and installation of 70 mm2 bare stranded electrolytic copperconductor lead in prelaid G.I pipe and connected to tinned copperspike as shown on drawing. 2 Nos. of leads to be installed includingall accessories like brass nuts, bolts, washers etc. complete in allrespect.Supply and installation of tinned earth test link in earthing pitconsisting of copper plate (12"x2'°x1/2") with fixing arrangement onthe wall of man holeincluding brass nuts, bolts washers lugs etc. complete in allrespect. 3 1 Job 125000.00

3

Construction of earthing pit (manhole) of internal size 18"x18"x24"deep with 9" thick brick wall with cement mortar, internal plaster1:4, RCC 4" thick cover with lifting hooks including all accessoriescomplete in all respect.Design, supply, construction, testing and commissioning ofcompletion of the lightning protection system as per specificationclause 4.7.3.5 3 1 Job 19650.00

INJECTION WELL (3 No.) 3 4

Taking soil samples after every 10 feet depth or from each

strata change, testing submission of complete results of strataanalysis. 3 1 Job 22320.00

5 Providing and fixing of PVC cap to cover the pump housing. 3 1 Job 375.00 1000 LITRE CAPACITY TUBEWELL (3 No.) 3 6 Taking soil samples after every 10 feet depth or from each

strata change, testing submission of complete results of strataanalysis. 3.00 1 Job 20360.00

7 Providing and installation of PVC 6" * 4" size reducer complete i/cits jointing with housing and blind pipe. 3.00 1 Job 682.00

8 Providing and fixing of PVC cap to cover the pump housing. 3.00 1 Job 341.00 9 Providing and fixing on the pump housing pipe 6" dia at the location

in pump foundation, as shown in the drawing MS SuspensionClamp of 5th length made of 8" wide and 1/2" thick MS flatcomplete with 4 no. 5/8" dia nuts and bolts complete in all respects. 3.00 1 Job 10912.00

10 Chemical and bacteriological testing of water samples 3 No. 9.00 1 Job 6820.00 Reverse Osmosis (RO) Plant Capacity 250 liter/ hour

11 Design, supply, install, testing and commissioning ReverseOsmosis (RO) Plants to deliver water that meets theNEQS/WHO water quality standards including the following: 3.00 1 Set 1456650.00

a RO Controller b Automatic PLC System. c Feed pump, coupled with motor of requisite rating. d Pre Filtration e Activated Carbon Filter f Pre treatment chemical injection arrangement g Pressure pumps, coupled with motor of requisite rating. h Control panel, for complete system including connections i All Pipe work, including feed water pipe line, valves etc. j Pressure gauges and flow meters.

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k Feed water storage tank of 500 liter capacity l Product water storage tank of 1000 liter capacity

12 Installation 1000 LPH Submersible Pump Supplying & Installing Submersible pump having 1000 LPH with

suitable submersible motor i/c suitable dia raiser pipe etc. as persite requirement complete in all respect. The rate also includessubmersible electric cable, clamps, bends, foundation nuts andbolts, MCU,indicating light etc. 3.0 1 Set 109000.00

13 Operation & Maintenance 1st Year 1.0 1 Year 1353316.00 2nd Year 1.0 1 Year 1488647.00 3rd Year 1.0 1 Year 1637512.00

CONDITIONS

1 Conditional tenders/rates will not be entertained.2 The officer opening the tender shall reject the tender which does not bear the samp and signature of the issuing official and which is not submitted by the

same contractor to whom the tender form was issued.3 Construction schedule towards completion of work should be provided by the contractor within one week of the issuance of acceptance letter.4 Work must be started at site within fortnight from the issueance of acceptance letter,otherwise it will be considered as rescinded automatically5 Any item of woerk not included in this bid but during execution actually required to be executed at site will be paid after approval by the competent authority.6 The work should be executed in aaccordance with the availability of funds as required under rule 2.82 of B&R Code, the department will not accept any

other reason what so ever related for completion of work.7 Any omission of the completion /error there in,for interpretation will be referred to standardized rates posted at website by finance department during Bi

Annual (1st January 2020 to 30th June 2020) for Various Districts and decision of the competent authority will be final and binding upon the contractor.8 The execution/completion of work strictly in accordance with the specification,approved design/drawing and requirements of contract agreement T.S

Estimate to the entire satisfaction of the engineer-in-charge will be exclusove responsibility of the contractor.9 All the conditions of "Revised Contract Agreement"and conditions mentioned in the DNIT will form part of the agreement and binding upon the contractor.

10 In case of rates quoted 5% less than estimated rates, deposit at call for amount equivalent to a difference of cost between the bid amount and the estimateamount from any scheduled Bank shall be provided by the contractor as performance gurantee.

(Each Page Signed)

Executive EngineerContractor Public Health Engg: Division

Kasur

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SCHEDULE – A TO BID

SCHEDULE OF PRICES

Sr. No.

5. Preamble to Schedule of Prices

6. Schedule of Prices

(a) Summary of Bid Prices

* (b) Detailed Schedule of Prices

* (To be prepared by the Contractor)

(53)

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PREAMBLE TO SCHEDULE OF PRICES

1. General

1.1 The Schedule of Prices shall be read in conjunction with theConditions of Contract, Contract Data together with the Specificationsand Drawings, if any.

1.2 The Contract shall be for the whole of the Works as described in theseBidding Documents. Bids must be for the complete scope of works.

2. Description2.1 The general directions and descriptions of works and materials are not

necessarily repeated nor summarized in the Schedule of Prices.References to the relevant sections of the Bidding Documents shall bemade before entering prices against each item in the Schedule ofPrices.

3. Units & Abbreviations3.1 Units of measurement, symbols and abbreviations expressed in the

Bidding Documents shall comply with the SystemInternational d’Unites (SI Units) and Imperial System (if necessary)

4. Rates and Prices4.1 Except as otherwise expressly provided under the Conditions of

Contract, the rates and amounts entered in the Schedule of Prices shallbe the rates at which the Contractor shall be paid and shall be the fullinclusive value of the works set forth or implied in the Contract; exceptfor the amounts reimbursable, if any to the Contractor under theContract.

4.2 Unless otherwise stipulated in the Contract Data, the rates and pricesentered by the bidder shall not be subject to adjustment during theperformance of the Contract.

4.3 All duties, taxes and other levies payable by the Contractor shall be includedin the rates and prices.

4.4 The whole cost of complying with the provisions of the Contract shallbe included in the items provided in the Schedule of Prices, and whereno items are provided, the cost shall be deemed to be distributedamong the rates and prices entered for the related items of the Worksand no separate payment will be made for those items.

The rates, prices and amounts shall be entered against each item in theSchedule of Prices. Any item against which no rate or price is enteredby the bidder will not be paid for by the Employer when executed andshall be deemed covered by the rates and prices for other items in theSchedule of Prices.

4.5 (a) The Contractor shall be deemed to have obtained allinformation as to and all requirements related thereto whichmay affect the bid price.

(b) The Contractor shall be responsible to make completearrangements for the transportation of the Plant to the Site.

(54)

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4.6 The Contractor shall provide for all parts of the Works to be completedin every respect. Notwithstanding that any details, accessories, etc.required for the complete installation and satisfactory operation of theWorks, are not specifically mentioned in the Specifications, suchdetails shall be considered as included in the Contract Price.

5. Bid Prices

5.1 Break-up of Bid Prices

The various elements of Bid Prices shall be quoted and detailed by theContractor in the format of Schedule of Prices.

The bidder shall recognize such elements of the costs which he expectsto incur the performance of the Works and shall include all such costsin the rates and amounts entered in the Schedule of Prices.

5.2 Total Bid Price

The total of bid prices in the Schedule of Pricesshall be entered in theSummary of Bid Prices.

6. Provisional Sums

6.1 Provisional Sums included and so designated in the Schedule of Pricesif any, shall be expended in whole or in part at the direction anddiscretion of the /Employer. The Contractor will only receive paymentin respect of Provisional Sums if he has been instructed by theEmployer to utilize such sums.

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SCHEDULE - A TO BID

SCHEDULE OF PRICES – SUMMARY OF BID PRICES

(Rupees _________________________________________________________________.)(In Words)

SCHEDULE - A TO BID

DETAILED SCHEDULE OF PRICES- (ANNEXURE-D)(To be carried to Summary of Bid Prices)

(The bidders are advised to quote the rates/amount inclusive of all existing GOP and Provincial Taxes or any Local Taxes (if applicable)).

(56)

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SCHEDULE - B TO BID

*SPECIFIC WORKS DATA

Design, Supply, Installation, Testing and Commissioning of a Complete Filtration Plants for

PROVISION OF CLEAN & SAFE WATER FACILITY INEXISTING COLLEGES

Package-III (Sargodha, Rawalpindi, Gujranwala & Lahore)

The contractor will provide equipment as a complete Package detailed of which isdescribed in the Specifications.

The detail of Fault rectification plan must be provided along with Management Plan toaddress upcoming issues/complaints during the warranty period.

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SCHEDULE – C TO BID

WORKS TO BE PERFORMED BY SUBCONTRACTORS

The bidder will do the work with his own forces except the work listed below which he intends to sub-contract.

Items of Works Name and address of Statement of similarto be Sub-Contracted Sub-Contractors works previously

N/A N/A Executed (attachEvidence)

Note:

7. No change of Sub-Contractors shall be made by the bidder without prior approval ofthe Employer.

8. The truthfulness and accuracy of the statement as to the experience of Sub-Contractors is guaranteed by the bidder. The Employer’s judgment shall be final as tothe evaluation of the experience of Sub-Contractors submitted by the bidder.

9. Statement of similar works shall include description, location & value of works, yearcompleted and name & address of the clients.

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SCHEDULE – D TO BID

PROPOSED PROGRAMME OF WORKS

Bidder shall provide a program in a bar-chart showing the sequence of work items by which heproposes to complete the Works of the entire Contract. The program should indicate the sequence ofwork items and the period of time during which he proposes to complete the Works including theactivities like designing, schedule of submittal of drawings, ordering and procurement of materials,manufacturing, delivering, construction of civil works, erection, testing and commissioning of Worksto be supplied under the Contract.

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SCHEDULE – E TO BID

METHOD OF PERFORMING WORKS

The bidder is required to submit a narrative outlining the method of performing the Works. Thenarrative should indicate in detail and include but not be limited to:

The sequence and methods in which he proposes to carry out the Works, including thenumber of shifts per day and hours per shift, he expects to work.

A list of all major items of constructional and erectionalplant, tools and vehicles proposed tobe used in delivering/carrying out the Works at Site

The procedure for installation of equipment and transportation of equipment and materials to the site.

Organization chart indicating head office & field office personnel involved in management,supervision and engineering of the Works to be done under the Contract.

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SCHEDULE – F TO BID (INTEGRITY PACT)

DECLARATION OF FEES, COMMISSION AND BROKERAGE ETC.PAYABLE BY THE SUPPLIERS OF GOODS, SERVICES & WORKS IN

CONTRACTS WORTH RS. 10.00 MILLION OR MORE

Contract Value: ________________Contract Title: _________________

………………………………… [name of Supplier] hereby declares that it has not obtained or induced theprocurement of any contract, right, interest, privilege or other obligation or benefit from Government ofPunjab (GoP) or any administrative subdivision or agency thereof or any other entity owned or controlledby GoP through any corrupt business practice.

Without limiting the generality of the foregoing, [name of Supplier] represents and warrants that ithas fully declared the brokerage, commission, fees etc. paid or payable to anyone and not given or agreedto give and shall not give or agree to give to anyone within or outside Pakistan either directly or indirectlythrough any natural or juridical person, including its affiliate, agent, associate, broker, consultant, director,promoter, shareholder, sponsor or subsidiary, any commission, gratification, bribe, finder’s fee orkickback, whether described as consultation fee or otherwise, with the object of obtaining or inducing theprocurement of a contract, right, interest, privilege or other obligation or benefit in whatsoever form fromGoP, except that which has been expressly declared pursuant hereto.

[name of Supplier] certifies that it has made and will make full disclosure of all agreements andarrangements with all persons in respect of or related to the transaction with GoP and has not taken anyaction or will not take any action to circumvent the above declaration, representation or warranty.

[name of Supplier] accepts full responsibility and strict liability for making any false declaration, notmaking full disclosure, misrepresenting facts or taking any action likely to defeat the purpose of thisdeclaration, representation and warranty. It agrees that any contract, right, interest, privilege or otherobligation or benefit obtained or procured as aforesaid shall, without prejudice to any other rights andremedies available to GoP under any law, contract or other instrument, be voidable at the option of GoP.

Notwithstanding any rights and remedies exercised by GoP in this regard, [name of Supplier] agrees toindemnify GoP for any loss or damage incurred by it on account of its corrupt business practices andfurther pay compensation to GoP in an amount equivalent to ten time the sum of any commission,gratification, bribe, finder’s fee or kickback given by [name of Supplier] as aforesaid for the purpose ofobtaining or inducing the procurement of any contract, right, interest, privilege or other obligation orbenefit in whatsoever form from GoP.

Name of Buyer: ……………… Name of Seller/Supplier: …………

Signature: …………………… Signature: …………………………

[Seal] [Seal]

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CONDITIONS OF CONTRACT

TABLE OF CONTENTS

Clause No. Description31. General Provisions32. The Employer33. Employer’s Representatives34. The Contractor35. Design by Contractor36. Employer’s Risks37. Time for Completion38. Taking Over39. Remedying Defects40. Variations And Claims41. Contract Price And Payment42. Default43. Risks And Responsibilities44. Resolution of Disputes45. Integrity Pact

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CONDITIONS OF CONTRACT

1. GENERAL PROVISIONS

1.1 Definitions

In the Contract as defined below, the words and expressions defined shall have thefollowing meanings assigned to them, except where the context requires otherwise:

The Contract

1.1.1 “Contract” means the Contract Agreement and the other documents listed in the ContractData.

1.1.2 “Specifications” means the document as listed in the Contract Data, including Employer’srequirements in respect of design to be carried out by the Contractor (if any), and anyVariation to such document.

1.1.3 “Conceptual Drawings” means the Contractor’s drawings of the Works as listed in theContract Data, and any Variation to such drawings.

Persons

1.1.4 “Employer” means the person named in the Contract Data and the legal successors in titleto this person, but not (except with the consent of the Contractor) any assignee.

1.1.5 “Contractor” means the person named in the Contract Data and the legal successors intitle to this person, but not (except with the consent of the Employer) any assignee.

1.1.6 “Party” means either the Employer or the Contractor.

Dates, Times and Periods

1.1.7 “Commencement Date” means the date fifteen(15) days after the date the Contract comesinto effect or any other date named in the Contract Data.

1.1.8 “Day” means a calendar day

1.1.9 “Time for Completion” means the time for completing the Works as stated in the ContractData (or as extended under Sub-Clause 7.3), calculated from the Commencement Date.

Money and Payments

1.1.10 “Contract Price” means the agreed amount stated in the Letter of Acceptance as payableto the Contractor for the design, execution and completion of the works whether on or offthe Site, including overheads and similar charges but does not include any allowance forprofit.

Other Definitions

1.1.11 “Contractor’s Equipment” means all machinery, apparatus and other things required forthe execution of the Works but does not include Materials or Plant intended to form partof the Works.

1.1.12 “Country” means the Islamic Republic of Pakistan.

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1.1.13 “Employer’s Risks” means those matters listed in Sub-Clause 6.1.

1.1.14 “Force Majeure” means an event or circumstance which makes performance of a Party’sobligations illegal or impracticable and which is beyond that Party’s reasonable control.

1.1.15 ‘Materials” means things of all kinds (other than Plant) to be supplied and incorporated inthe Works by the Contractor.

1.1.16 “Plant” means the machinery and apparatus intended to form or forming part of theWorks.

1.1.17 “Site” means the places provided by the Employer where the Works are to be executed,and any other places specified in the Contract as forming part of the Site.

1.1.18 “Variation” means a change which is instructed by the Employer under Sub-Clause 10.1.

1.1.19 ‘Works” means any or all the works whether Supply, Installation, Testing,Commissioning etc. and design (if any) to be performed by the Contractor includingtemporary works and any variation thereof.

1.1.20 “Engineer” means the person notified by the Employer to act as Engineer for the purposeof the Contract and named as such in Contract Data.

1.2 Interpretation

Words importing persons or parties shall include firms and organizations. Wordsimporting singular or one gender shall include plural or the other gender where thecontext requires.

1.3 Priority of Documents

The documents forming the Contract are to be taken as mutually explanatory of oneanother. If an ambiguity or discrepancy is found in the documents, the priority of thedocuments shall be in accordance with the order as listed in the Contract Data.

1.4 Law

The law of the Contract is the relevant Law of Islamic Republic of Pakistan.

1.5 Communications

All Communications related to the Contract shall be in English language.

1.6 Statutory Obligations

The Contractor shall comply with the Laws of Islamic Republic of Pakistan and shall giveall notices and pay all fees and other charges in respect of the Works.

2. THE EMPLOYER

2.1 Provision of Site

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The Employer shall provide the Site and right of access thereto at the times stated in theContract Data.

2.2 Permits etc.

The Employer shall, if requested by the Contractor, assist him in applying for permits,licenses or approvals which are required for the Works.

2.3 Engineer’s/Employer’s Instructions

The Contractor shall comply with all instructions given by the Employer or the Engineer, if notified by the Employer, in respect of the Works including the suspension of all or partof the Works.

2.4 Approvals

No approval or consent or absence of comment by the Employer shall affect the Contractor’s obligations.

3. EMPLOYER’S REPRESENTATIVES

3.1 Authorized Person

The Employer shall appoint a duly authorized person to act for him and on his behalf forthe purposes of this Contract. Such authorized person shall be duly identified in theContract Data or otherwise notified in writing to the Contractor as soon as he is soappointed. In either case the Employer shall notify the Contractor, in writing, the precisescope of the authority of such authorized person at the time of his appointment.

3.2 Employer’s Representative

The name and address of Employer’s Representative is given in Contract Data. Howeverthe Contractor shall be notified by the Engineer/Employer, the delegated duties andauthority before the Commencement of Works.

4. THE CONTRACTOR

4.1 General Obligations

The Contractor shall carry out the Works properly and in accordance with the Contract.The Contractor shall provide all supervision, labour, Materials, Plant and Contractor’sEquipment which may be required.

4.2 Contractor’s Representative

The Contractor shall appoint a representative at site on full time basis to supervise theexecution of work and to receive instructions on behalf of the Contractor but only afterobtaining the consent of the Employer for such appointment which consent shall not beunreasonable withheld by the Employer. Such authorized representative may besubstituted/replaced by the Contractor at any time during the Contract Period but onlyafter obtaining the consent of the Employer as aforesaid.

4.3 Subcontracting

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The Contractor shall not subcontract the whole of the Works. The Contractor shall notsubcontract any part of the Works without the consent of the Employer.

4.4 Performance Security

The Contractor shall furnish to the Employer within seven(07) days after receipt of Letterof Acceptance a Performance Security 5% in the form of Bank Draft or Bank Guaranteeor in favor of Executive Engineer PHE Division Kasur.

5. DESIGN BY CONTRACTOR

5.1 Contractor’s Design

The Contractor shall carry out design to the extent specified, as referred to in the ContractData. The Contractor shall submit to the Employer all designs prepared by him at the timeof submission of Bid and design will be considered as a final design and Employer canreject the Bid technically if does not comply as per requirement.

5.2 Responsibility for Design

The Contractor shall remain responsible for his bided design and the design under thisClause, both of which shall be fit for the intended purposes defined in the Contract and heshall also remain responsible for any infringement of any patent or copyright in respect ofthe same. The Employer shall be responsible for the Specifications and Drawings (if anygiven).

5.3 Training

The Contractor shall give comprehensive on-the-spot training to the personnel designatedby the HED for each filtration plant for all system installed, such that the personnelbecome adequately capable to run, operate, maintain and repair the systems without theContractor's help.

Necessary, instruction material, such as manuals, booklets, pamphlets, drawings etc. shallalso be provided by the Contractor.

5.4 As-Built Drawings/Documents

Three Copies and one reproducible Copy along with Soft Copy of all As-Builtdrawings/documents in accordance to Employer’s Requirements is to be submitted by theContractor.

6. EMPLOYER’S RISKS

6.1 The Employer’s Risks

The Employer’s Risks are:-

a) war, hostilities (whether war be declared or not), invasion, act of foreign enemies,within the Country;

b) Rebellion, terrorism, revolution, insurrection, military or usurped power, or civilwar, within the Country;

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c) ionizing radiations, or contamination by radio-activity from any nuclear fuel, orfrom any nuclear waste from the combustion of nuclear fuel, radio-active toxicexplosive, or other hazardous properties of any explosive nuclear assembly ornuclear component of such an assembly, except to the extent to which theContractor/Sub-Contractors may be responsible for the use of any radio-activematerial;

d) Pressure waves caused by aircraft or other aerial devices travelling at sonic orsupersonic speeds;

e late handing over of sites, anomalies in drawings, late delivery of designs anddrawings of any part of the Works by the Employer’s personnel or by others forwhom the Employer is responsible;

h) A suspension under Sub-Clause 2.3 unless it is attributable to the Contractor’sfailure; and

i) Physical obstructions or physical conditions other than climatic conditions,encountered on the Site during the performance of the Works, for which theContractor immediately notified to the Employer and accepted by the Employer.

7. TIME FOR COMPLETION

7.1 Execution of the Works

The Contractor shall commence the Works on the Commencement Date and shall proceedexpeditiously and without delay and shall complete the Works, subject to Sub-Clause 7.3below, within the Time for Completion.

7.2 ProgramWithin the time stated in the Contract Data, the Contractor shall submit to the Employer aprogram for the Works in the form stated in the Contract Data.

7.3 Extension of Time

The Contractor shall, within such time as may be reasonable under the circumstances,notify the Employer of any event(s) falling within the scope of Sub-Clause 6.1 or 10.3 ofthese Conditions of Contract and request the Employer/Engineer for a reasonableextension in the time for the completion of Works. Subject to the aforesaid, the Employershall determine such reasonable extension in the time for the completion of Works as maybe justified in the light of the details/particulars supplied by the Contractor in connectionwith the such determination by the Employer within such period as may be prescribed bythe Employer/Engineer for the same; and the Employer shall extend the Time forCompletion as determined.

7.4 Late Completion

If the Contractor fails to complete the Works within the Time for Completion, theContractor’s only liability to the Employer for such failure shall be to pay the amountstated in the Contract Data for each day for which he fails to complete the Works.

8. TAKING-OVER8.1 Completion

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The Contractor may notify the Employer when he considers that the Works are complete.

8.2 Taking-Over Notice

Within fourteen (14) days of the receipt of the said notice of completion from theContractor the Employer shall either takeover the completed Works and issue aCertificate of Completion to that effect or shall notify the Contractor his reasons for nottaking-over the Works. While issuing the Certificate of Completion as aforesaid, theEmployer may identify any outstanding items of work which the Contractor shallundertake during the Maintenances Period.

9. REMEDYING DEFECTS9.1 Remedying Defects

The Contractor shall for a period of one (01) year from the date of issue of the Certificateof Completion carry out, at no cost to the Employer, repair and rectification work whichis necessitated by the earlier execution of poor quality of work or use of belowspecifications material in the execution of Works and which is so identified by theEmployer in writing within the said period. Upon expiry of the said period, i.e. one (01)year after completion certificate, and subject to the Contractor’s faithfully performing hisaforesaid obligations, the Employer/Engineer shall issue a Maintenance Certificatewhereupon all obligations of the Contractor under this Contract shall come to an end.

Failure to remedy any such defects or complete outstanding work within a reasonabletime shall entitle the Employer to carry out all necessary works at the Contractor’s cost.

9.2 Uncovering and TestingThe Employer may give instruction as to the uncovering and/or testing of any work.Unless as a result of an uncovering and/or testing it is established that the Contractor’sdesign, Materials, Plant or workmanship are not in accordance with the Contract, theContractor shall be paid for such uncovering and/or testing as a Variation in accordancewith Sub-Clause 10.2.

10. VARIATIONS AND CLAIMS10.1 Right to Vary

The Employer/Engineer may issue Variation Order(s) in writing. Where for any reason ithas not been possible for the Employer/Engineer to issue such Variations Order(s), theContractor may confirm any verbal orders given by the Employer/Engineer in writing andif the same are not refuted/denied by the Employer/Engineer within seven (7) days of thereceipt of such confirmation the same shall be deemed to be a Variation Orders for thepurposes of this Sub-Clause.

10.2 Valuation of VariationsVariations shall be valued as follows:a) Where appropriate, at rates in the Contract, or

b) In the absence of appropriate rates, the rates in the Contract shall be used as thebasis for valuation, or failing which

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c) At appropriate new rates, as may be agreed or which the Engineer/Employerconsiders appropriate.

10.3 Early WarningThe Contractor shall notify the Engineer/Employer in writing as soon as he is aware ofany circumstance which may delay or disrupt the Works, or which may give rise to aclaim for additional payment.To the extent of the Contractor’s failure to notify, whichresults to the Engineer/Employerbeing unable to keep all relevant records or not taking steps to minimize any delay,disruption, or Cost, or the value of any Variation, the Contractor’s entitlement toextension ofthe Time for Completion or additional payment shall be reduced/rejected.

10.4. Valuation of ClaimsIf the Contractor incurs Cost as a result of any of the Employer’s Risks, the Contractorshall not be entitled.

10.5 Variation and Claim ProcedureThe Contractor shall submit to the Engineer/Employer an itemized make-up of the valueof variations and claims within twenty eight(28) days of the instruction or of the eventgiving rise to the claim. The Engineer/Employer shall check and if possible agree thevalue. In the absence of agreement, the Employer shall determine the value.

11. CONTRACT PRICE AND PAYMENT11.1 Contract Price

The Contract Price shall be accompanied by detailed price breakdowns of items,indicating quantities, unit rates and other pricing information in Schedule ofPrices. Prices shall be entered keeping in view the Instructions to Bidders, andEmployer’s Requirements.

11.2 Valuation of the WorksThe Works shall be valued as provided for in the Contract Data, subject to Clause 10.

11.3 Advance PaymentMobilization Advance Payment would be made as per rules if any.

11.4 Interim / Final PaymentsWithin a period not exceeding Fourteen (14) days from the date of submission of astatement for interim / Final payment by the Contractor on achievement of any milestoneas per Sub Clause 11.5, the Employer shall verify the same and within a period notexceeding thirty (30) days from the said date of submission by the Contractor, theEmployer shall pay to the Contractor the sum verified less retention money at the ratestated in the Contract Data.

11.5 Schedule of Payments

Interim payments will be made to the Contract as per the work done at site.

Note: * Deductions will be carried out as per rules. 11.6 Retention

Retention moneyshall be paid by the Employer to the Contractor after the expiry of the periodstated in Sub-Clause 9.1.

11.7 Currency

Payment shall be in the currency stated in the Contract Data.

12. DEFAULT

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12.1 Defaults by Contractor

If the Contractor abandons the Works, refuses or fails to comply with a valid instruction of theEmployer or fails to proceed expeditiously and without delay, or is, despite a written complaint, inbreach of the Contract, the Employer may give notice referring to this Sub-Clause and stating thedefault.

If the Contractor has not taken all practicable steps to remedy the default within fourteen(14) daysafter receipt of the Employer’s notice, the Employer may by a second notice given within afurther twenty one(21) days, terminate the Contract. The Contractor shall then demobilize fromthe Site leaving behind any Contractor’s Equipment which the Employer instructs, in the secondnotice, to be used for the completion of the Works at the risk and cost of the Contractor.

12.2 Defaults by Employer

If the Employer fails to pay in accordance with the Contract, or is, despite a written complaint, inbreach of the Contract, the Contractor may give notice referring to this Sub-Clause and stating thedefault. If the default is not remedied within fourteen(14) days after the Employer’s receipt of thisnotice, the Contractor may suspend the execution of all or parts of the Works.

If the default is not remedied within twenty eight(28) days after the Employer’s receipt of theContractor’s notice, the Contractor may by a second notice given within a further twenty one (21)days, terminate the Contract. The Contractor shall then demobilize from the Site.

12.3 Insolvency

If a Party is declared insolvent under any applicable law, the other Party may by notice terminatethe Contract immediately. The Contractor shall then demobilize from the Site leaving behind, inthe case of the Contractor’s insolvency; any Contractor’s Equipment which the Employerinstructs in the notice is to be used for the completion of the Works.

12.4 Payment upon Termination

After termination, the Contractor shall be entitled to payment of the unpaid balance of the valueof the Works executed. adjusted by the following:

a) if the Employer has terminated under Sub-Clause 12.1 or 12.3, the Employer shall beentitled to a sum equivalent to twenty percent(20%) of the value of parts of the Works notexecuted at the date of the termination, and

The net balance due shall be paid or repaid within twenty eight(28) days of the notice oftermination.

13. RISKS AND RESPONSIBILITIES

13.1 Contractor’s Care of the Works

Subject to Sub-Clause 9.1, the Contractor shall take full responsibility for the care of the Worksfrom the Commencement Date until the date of the Employer’s/Engineer’s issuance of Certificateof Completion under Sub-Clause 8.2. Responsibility shall then pass to the Employer. If any lossor damage happens to the Works during the above period, the Contractor shall rectify such loss ordamage so that the Works conform to the Contract.

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13.2 Force Majeure

If Force Majeure occurs, the Contractor shall notify the Engineer/Employer immediately. Ifnecessary, the Contractor may suspend the execution of the Works and, to the extent agreed withthe Employer demobilize the Contractor’s Equipment.

If the event continues for a period of eighty four (84) days, either Party may then give notice oftermination which shall take effect twenty eight (28) days after the giving of the notice.

After termination, the Contractor shall be entitled to payment of the unpaid balance of the valueof the Works executed adjusted by the following:

Less any sums to which the Employer is entitled.

The net balance due shall be paid or repaid within thirty five (35) days of the notice oftermination.

14. RESOLUTION OF DISPUTES

14.1 Employer’s Decision

If a dispute of any kind whatsoever arises between the Employer and the Contractor in connectionwith the Works, the matter in dispute shall, in the first place, be referred in writing to theEmployer/Contractor, with a copy to the other party. Such reference shall state that it is madepursuant to this Clause. No later than the twenty eight (28) days after the day on which hereceived such reference, the Employer / Contractor shall give notice of his decision to the otherparty

Unless the Contract has already been repudiated or terminated, the Contractor shall, in every case,continue to proceed with the Work with all due diligence, and the Contractor and the Employershall give effect forthwith to every such decision unless and until the same shall be revised, ashereinafter provided in an arbitral award.

14.2 Notice of Dissatisfaction

If a Party is dissatisfied with the decision or if no decision is given within the time set out in Sub-Clause 15.1 here above, the Party may give notice of dissatisfaction referring to this Sub-Clausewithin fourteen(14) days of receipt of the decision or the expiry of the time for the decision. If nonotice of dissatisfaction is given within the specified time, the decision shall be final and bindingon the Parties. If notice of dissatisfaction is given within the specified time, the decision shall bebinding on the Parties who shall give effect to it without delay unless and until the decision by anarbitrator.

14.3 Arbitration

A dispute which has been the subject of a notice of dissatisfaction shall be finally settled as perprovisions of Arbitration Act 1940 (Act No. X of 1940) and Rules made thereunder and anystatutory modifications thereto. Any hearing shall be held at the place specified in the ContractData and in the language referred to in Sub-Clause 1.5.

15 INTEGRITY PACT

15.1 If the Contractor or any of his Sub-Contractors, agents or servants is found to have violated orinvolved in violation of the Integrity Pact signed by the Contractor as Schedule-F to his Bid, then theEmployer shall be entitled to:

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(a) recover from the Contractor an amount equivalent to ten times the sum of any commission,gratification, bribe, finder’s fee or kickback given by the Contractor or any of his Sub-Contractors, agents or servants;

(b) Terminate the Contract; and

(d) Recover from the Contractor any loss or damage to the Employer as a result of such terminationor of any other corrupt business practices of the Contractor or any of his Sub-Contractors, agentsor servants.

On termination of the Contract under Sub-Para (b) of this Sub-Clause, the Contractor shall demobilizefrom the Site leaving behind Contractor’s Equipment which the Employer instructs, in the terminationnotice, to be used for the completion of the Works at the risk and cost of the Contractor. Paymentupon such termination shall be made under Sub-Clause 12.4, in accordance with Sub-Para (c) thereof,after having deducted the amounts due to the Employer under Sub-Para (a) and (c) of this Sub-Clause.

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CONTRACT DATA

(Note: Except where otherwise indicated, all Contract Data should be filled in by the Employer prior toissuance of the Bidding Documents.)

Sub-Clauses of

Conditions of Contract

1.1.3 Conceptual Drawings

(To be prepared and submitted by the Contractor)

1.1.4 The Employer means

Public Health Engineering Department.

1.1.5 The Contractor means

Successful Responsive Bidder (Substantial Responsive Bidder) to whom

Letter of Acceptance (i.e. Work Order) is issued

1.1.7 Commencement Date means the date of issue of Employer’s Notice to Commence which shall beissued withinfifteen (15) days of the signing of the Contract Agreement.

1.1.9 Time for Completion(395) days

1.3 Documents forming the Contract listed in the order of priority:

(w) The Contract Agreement

(x) Letter of Acceptance

(y) The completed Form of Bid

(z) Contract Data

(aa) Conditions of Contract

(bb) The completed Schedules to Bid including Schedule of Prices

(cc) Conceptual Drawings

(dd) Employer’s Requirements

(ee)Required Technical Specifications & Bidder’s Data

(ff) ___________________

(gg) ___________________

(The Employer may add, in order of priority, such other documents as form part of the Contract.Delete the document, if not applicable)

2.1 Provision of Site: On the Commencement Date*

3.1 Authorizedperson :_________________

3.2 Name and address of Employer’s representative ______________________

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4.4 Performance Security:

Amount5% of Contract Prices

Validity01 Year from Job Completion/ Taking Over Certificate

(Form: As provided under Standard Forms* of these Documents)

Furthermore, Additional performance security will be taken as per the following:

In case the total tendered amount is less than 5% or below of the approved estimated (DNIT) amount, the

lowest bidder will have to deposit additional performance security from the scheduled Bank equal to the

difference of Estimated cost and tendered/bid amount.

5.1 Requirements for Contractor’s design (if any):

As per Employer’s Requirements and Specifications

7.2 Program:

Time for submission: Within Fifteen (15) days* of the Commencement Date.

Form of program: (Bar Chart/CPM/PERT or other)

7.4 Amount payable due to failure to complete shall be _0.25%per day up to a maximum of (10%) * of

sum stated in the Letter of Acceptance

9.1 Period for remedying defects

15 Days

10.2 (e) Variation procedures:

Daywork rates______________

__N/A________________________(details)

11.1 *(a) Schedule of Payments

As given above at 11.5

11.3 Percentage of retention:five (5%)

11.6 Currency of payment: Pak. Rupees

15.3 Arbitration

Place of Arbitration:Office of the Executive Engineer PHE Division Kasur.

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STANDARD FORMS

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FORM OF PERFORMANCE SECURITY

(Bank Guarantee or Insurance Guarantee)

Guarantee No._____________________Executed on _____________________

(Letter by the Guarantor to the Employer)

Name of Guarantor (Scheduled Bank in Pakistan) with

address:_________________________________

Name of Principal (Contractor) with address:_______________________________________________________________________________________________________________________________

Penal Sum of Security (express in words and figures)________________________________________________________________________________________________________________________________

Letter of Acceptance No.________________________________Dated __________

KNOW ALL MEN BY THESE PRESENTS, that in pursuance of the terms of the Bidding Documents andabove said Letter of Acceptance (hereinafter called the Documents) and at the request of the said Principal we,the Guarantor above named, are held and firmly bound unto the__________________________________________________ (hereinafter called the Employer) in the penalsum of the amount stated above, for the payment of which sum well and truly to be made to the saidEmployer, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmlyby these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH, that whereas the Principal has accepted theEmployer's above said Letter of Acceptance for ________ __________________________________ (Nameof Contract) for the ___________

_______________________________ (Name of Project).

NOW THEREFORE, if the Principal (Contractor) shall well and truly perform and fulfill all the undertakings,covenants, terms and conditions of the said Documents during the original terms of the said Documents andany extensions thereof that may be granted by the Employer, with or without notice to the Guarantor, whichnotice is, hereby, waived and shall also well and truly perform and fulfill all the undertakings, covenants termsand conditions of the Contract and of any and all modifications of the said Documents that may hereafter bemade, notice of which modifications to the Guarantor being hereby waived, then, this obligation to be void;otherwise to remain in full force and virtue till all requirements of Clause 9, Remedying Defects, ofConditions of Contract are fulfilled.

Our total liability under this Guarantee is limited to the sum stated above and it is a condition of any liabilityattaching to us under this Guaranteethat the claim for payment in writing shall be received by us within thevalidity period of this Guarantee, failing which we shall be discharged of our liability, if any, under thisGuarantee.

We, ____________________________________ (the Guarantor), waiving all objections and defenses underthe Contract, do hereby irrevocably and independently guarantee to pay to the Employer without delay uponthe Employer's first written demand without cavil or arguments and without requiring the Employer to proveor to show grounds or reasons for such demand any sum or sums up to the amount stated above, against theEmployer's written declaration that the Principal has refused or failed to perform the obligations under the

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Contract,forwhich payment will be effected by the Guarantor to Employer’s designated Bank & AccountNumber.

PROVIDED ALSO THAT the Employer shall be the sole and final judge for deciding whether the Principal(Contractor) has duly performed his obligations under the Contract or has defaulted in fulfilling saidobligations and the Guarantor shall pay without objection any sum or sums up to the amount stated aboveupon first written demand from the Employer forthwith and without any reference to the Principal or anyother person.

IN WITNESS WHEREOF, the above bounded Guarantor has executed this Instrument under its seal on thedate indicated above, the name and corporate seal of the Guarantor being hereto affixed and these presentsduly signed by its undersigned representative, pursuant to authority of its governing body.

_______________

Guarantor (Bank)

Witness:

1. _______________________ 1. Signature _______________

_______________________ 2. Name __________________

Corporate Secretary (Seal)

3. Title ___________________

2. _______________________

_______________________ _______________________

(Name, Title & Address) Corporate Guarantor (Seal)

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FORM OF CONTRACT AGREEMENT

THIS CONTRACT AGREEMENT (hereinafter called the “Agreement”) made on the _____ day of ________2016 ________ between _________________________(hereinafter called the “Employer”) of the one partand ______________ (hereinafter called the “Contractor”) of the other part.

WHEREAS the Employer is desirous that certain Works, viz _______________ should be executed by theContractor and has accepted a Bid by the Contractor for the execution and completion of such Works and theremedying of any defects therein.

NOW this Agreement witnessed as follows:

5. In this Agreement words and expressions shall have the same meanings as are respectively assigned tothem in the Conditions of Contract hereinafter referred to.

6. The following documents after incorporating addenda, if any except those parts relating toInstructions to Bidders, shall be deemed to form and be read and construed as part of this Agreement,viz:

(a) The Letter of Acceptance(b) The completed Form of Bid along with Schedules to Bid;(c) Conditions of Contract & Contract Data;(d) The priced Schedule of Prices; (e) The Employer’s Requirements(f) The Technical Specifications & Bidder’s Data(g) The Conceptual Drawings/SLDs(h) The Performance Security Guarantee(i) The Parent Company Guarantee (SPV Manufacturer and Inverter Manufacturer)

5. In consideration of the payments to be made by the Employer to the Contractor as hereinaftermentioned, the Contractor hereby covenants with the Employer to execute and complete the Worksand remedy defects therein in conformity and in all respects within the provisions of the Contract.

3. The Employer hereby covenants to pay the Contractor, in consideration of the execution andcompletion of the Works as per provisions of the Contract, the Contract Price or such other sum asmay become payable under the provisions of the Contract at the times and in the manner prescribedby the Contract.

IN WITNESS WHEREOF the parties hereto have caused this Contract Agreement to be executed on the day ,month and year first before written in accordance with their respective laws.

Signature of the Contactor Signature of the Employer

______________________ _______________________________

(Seal) (Seal)

Signed, Sealed and Delivered in the presence of:

Witness: Witness:

________________________ _________________________________

(Name, Title and Address) (Name, Title and Address)

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FORM OF PARENT COMPANY GUARANTEE

(To be provided for Water Filtration Plants and its Components)

Brief description of Contract ___________________________________________________

Name and address of Employer _________________________________________________

________________________________________(together with successors and assigns).

We have been informed that ____________ (hereinafter called the “Contractor”) is submitting an offer forsuch Contract in response to your invitation, and that the conditions of your invitation require his offer to besupported by a parent company guarantee.

In consideration of you, the Employer, awarding the Contract to the Contractor, we (name of parent company)____________ irrevocably and unconditionally guarantee to you, as a primary obligation, the dueperformance of all the Contractor’s obligations and liabilities under the Contract, including the Contractor’scompliance with all its terms and conditions according to their true intent and meaning.

If the Contractor fails to perform his obligations and liabilities and comply with the Contract, we willindemnify the Employer against and from all damages, losses and expenses (including legal fees andexpenses) which arise from any such failure for which the contractor is liable to the Employer under theContract.

This guarantee shall come into full force and effect when the Contract comes into full force and effect. If theContract does not come into full force and effect within a year of the date of this guarantee, or if youdemonstrate that you dot not intend to enter into the Contract with the Contractor, this guarantee shall be voidand ineffective. This guarantee shall continue in full force and effect until all the Contractor’s obligations andliabilities under the Contract have been discharged, when this guarantee shall expire and shall be returned tous, and our liability hereunder shall be discharged absolutely.

This guarantee shall apply and be supplemental to the Contract as amended or varied by the Employer and thecontractor from time to time. We hereby authorize them to agree any such amendment or variation, the dueperformance of which and compliance with which by the Contractor are likewise guaranteed hereunder. Ourobligations and liabilities under this guarantee shall not be discharged by any allowance of time or otherindulgence whatsoever by the Employer to the Contractor, or by any variation or suspension of the works tobe executed under the Contract, or by any amendments to the Contract or to the constitution of the Contractoror the Employer, or by any other matters whether with or without our knowledge or consent.

This guarantee shall be governed by the law of the same country (or other jurisdiction) as that which governsthe Contract and any dispute under this guarantee shall be finally settled under the Rules of Arbitration of theInternational Chamber of Commerce by one or more arbitrators appointed in accordance with such Rules. Weconform that the benefit of this guarantee may be assigned subject only to the provisions for assignment of theContract.

Date ___________________ Signature(s)___________________________________

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ALL ANNEXURES AND DRAWINGSFOR ALL THE THREE PACKAGES

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Annexure 'A' For all Packages

Sites details:

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Annexure 'B' for all three packages.

EMPLOYER`S SPECIFICATIONS